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HomeMy WebLinkAbout1.2-6758 1-4 RevisionsN J ATJVr., TRACT .N`0-. 6757 SM 'RAC T 6757 FOR uw- SU VACT 6757 FOR �;WMUAIW Ot4 ST-ORM' ON CW, A10N -ON STOP P-004 T� OF COW, LN ". DRAIN Am 14 46_1 4 TE 34 2 MA 24 21 20 20 21 2.2 0 24 25 r r f *,Al AVE, 2 23 IN, 27 T, 31 32- 29 3 fs 7 9 10 114 8 7 25 WE c H2-L.,.-- Al jj 2k 0 �*_ I$ 41 4 8 . .;.... �.mcw.avaa.w .. +u.*ou,.wo.:..yrrrywy __ a - -+p KC - DM,H6, SM, 0 �j "-sco 3k -7 >7 lu 28 it 1 1 23 1 24 HME 2 _j 91 -2 27 26 25 24; 22 21 20 r 1220' 3 110" 34 39 40 41 2. 13 2 60 6 2 12 Is. L Sm i L 20 2-7 -Own, T OF H1 ,ms"""""s * tA. n 28 d SmY-� --H kI.. c157 54 52 48 47 46 4 a 5J 49 .5 44 431.1 14' 12 29 C86 14 ,1 "Mom 21, 77 26 ,5 7 2g 219 30 10 2 7 2 22 mow 40 T • 165 14' NJ IC138 2 Sm 139 4 ----- L .. , , L "7col 48 4-2 43 3 At 37 0 54 '51 5_0 47 4-0 SS 5 2 - 41 46 445 40 -4 10, 4 5 6 1 47 1 6 gj 0 Is .. . 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IV DATE R.c.e. 32178 Ex P. i x/-3 I If IR iA I Lei M I "L 7, rad m BENCHMARK OISK STAMPED — 0 1157 RESET 1969 AT OLD RIVER, AT THE JUNCTION STATE HIGHWAY 119 AND OLD RIVER ROAD* IN THE 'TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERT 8 11 .44 OVER SIN E CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY., 50 FEET WEST OF THE EXTENDED CENTER UNE OF OLD RIVER ROAD LEADING SOU 714, 64 FEET EAST OF THE CENTF.R UNE OF OLD RIVES ROAD LEADING NORTH, AND ABOUT LEVEL NTH THE HIGHWAY, ELEVATION = 43.30 (U.S.G.S. DATUM NAVD 88) BASIS OF. BEARINGS. THE BEARING OF N. 89*04'33" W. SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SEC110N 34, T.30 S-1 R-27 E. AS SHOWN ON SURVEY INVESTIGATION MAP NO. 7-1 8K. 6t C. 27 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. 0 V T i i, z � ` � w i r7o R S A TEMEN IF THESE PLANS AND SPECIFICATIONS KRE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNO%LEDGE AND BELIEF COMPLY WTH CITY OF BAKERS-FIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA., AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD, I AM RESPONSIBLE FOR ALL CALCULAIIONS AND DRAWNGS ON THE�E PLANS AND ANY ERRORS, OMISSIONS, OR VIOLAIIONS OF 7HOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSIRUC'nON, APPROVED BY,-, ROGER A. McINTOSH R.C.E.. 33322 IN ACCORDANCE WTH..THE CONDITIOMS OF THE VESIING 7ENTAME MAP, ­Mf IMPROVEMENT PLANS HAVE BEEN RVANED BY THE;CIT.Y'OF BAKERSFIELD PUBLIC., WORKS DEPAR7MEN1 A REMI]QNS / G,_ CL CENTERLINE INV INVERT APPROVED BY. RAUL M. ROJAS so I N DE xDE SHEETS MANHOLE cs nn F is 1 COVER SHEET SEWER MANHOLE 2* SEMMER AND STORM DRAIN NOTES 3* CAPE COD AVENUE EXIST "*I%w� (STA. 10+00.00 TO STA. 23 +00.00) 4R2 4, HATHAWAY AVENUE M.H. MANHOLE (STA* 10+00.00 TO STA. 23+00,00) 5R7. 5* CAPE COD AVENUE (STA. 23+00.00 CONSTRUCT SEW.R PER CITY STANDARDS TO STA. 26+32.94) CONSTRUCT SEWER MANHOLE d" HATHAWAY AVENUE STA. 23 +00.00 low > CONSTRUCT SEWER CLEANOUT TO STA, 26+ 9.35) PER C-0.8. STD. S-20. N 0 AND ASHINTULLY AVENUE 60 PROVINCETONM AVENUE MANHOLE TYPE "A"'PER C.O.B. STD. S-7. 7* WAREHAM DRIVE 8* BOUNTY LANE, CABOT WAY EXIS11NG SEW.R UNE AND CALYPSO WAY AJ 9� COASTAL - LANE., E.XIS*RNG • SEWER MANHOLE • SURFSIDE STREET AND NARRAGANSETT PLACE QQ 10* HATCHVILLE AVENUE I IR2 11, PILGRIM HEIGHTS DRIVE AND TONSET STREET 1216 N+ELLFLEET DRIVE AND MIKASA LANE kEV/S10A1 ! ! 8��� APPROVr:D 6Y.- lZoClaR A. McWToSH bATM R.C.F. 133ZL F-Yp OG/4oli6 R6VISION APPROVED fPt: R 1A0j, sHA w c E. IV DATE R.c.e. 32178 Ex P. i x/-3 I If IR iA I Lei M I "L 7, rad m BENCHMARK OISK STAMPED — 0 1157 RESET 1969 AT OLD RIVER, AT THE JUNCTION STATE HIGHWAY 119 AND OLD RIVER ROAD* IN THE 'TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERT 8 11 .44 OVER SIN E CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY., 50 FEET WEST OF THE EXTENDED CENTER UNE OF OLD RIVER ROAD LEADING SOU 714, 64 FEET EAST OF THE CENTF.R UNE OF OLD RIVES ROAD LEADING NORTH, AND ABOUT LEVEL NTH THE HIGHWAY, ELEVATION = 43.30 (U.S.G.S. DATUM NAVD 88) BASIS OF. BEARINGS. THE BEARING OF N. 89*04'33" W. SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SEC110N 34, T.30 S-1 R-27 E. AS SHOWN ON SURVEY INVESTIGATION MAP NO. 7-1 8K. 6t C. 27 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. 0 V T i i, z � ` � w i r7o R S A TEMEN IF THESE PLANS AND SPECIFICATIONS KRE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNO%LEDGE AND BELIEF COMPLY WTH CITY OF BAKERS-FIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA., AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD, I AM RESPONSIBLE FOR ALL CALCULAIIONS AND DRAWNGS ON THE�E PLANS AND ANY ERRORS, OMISSIONS, OR VIOLAIIONS OF 7HOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSIRUC'nON, APPROVED BY,-, ROGER A. McINTOSH R.C.E.. 33322 IN ACCORDANCE WTH..THE CONDITIOMS OF THE VESIING 7ENTAME MAP, ­Mf IMPROVEMENT PLANS HAVE BEEN RVANED BY THE;CIT.Y'OF BAKERSFIELD PUBLIC., WORKS DEPAR7MEN1 A REMI]QNS / G,_ CL CENTERLINE INV INVERT APPROVED BY. RAUL M. ROJAS so STORM DRAIN MH MANHOLE cs CATCH BASIN is JUNC`nON BOX SWH SEWER MANHOLE sco SEWER CLEANOUT DMH STORM DRAIN MANHOLE EXIST EXISMNG E11 0N R/W RIGHT OF WAY M.H. MANHOLE 0. f)- TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT SEW.R PER CITY STANDARDS uj CONSTRUCT SEWER MANHOLE d" TYPE is A" PER C-410-8. SM. S-7 low > CONSTRUCT SEWER CLEANOUT PER C-0.8. STD. S-20. N 0 CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN MANHOLE TYPE "A"'PER C.O.B. STD. S-7. CONSTRUCT'CATCH BASW TYPE *A* PER C.01,.B. STD., s-12. EXIS11NG SEW.R UNE E STORM DRAIN LINE AJ EXISTING MONUMENT E.XIS*RNG • SEWER MANHOLE • EX SSG DRAIN MANHOLE Lt IVA 7 DA"11 PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12- 31 - -07 .......... V ROAD �2J '19 20 21 -22 TJO 2 24 L ------ I S tR? -30 22"9 28 27 26 1 .30 Tmc ROM HOWL ,. r 34 m tk� McKM I HIWA 3 4 16 6 2 f�l r - - - - - - - - - - - - 9 LA. 10 12 s. P2 7E' 17 L 15 18 0 VICINITY MAP NO SCALE 14 cn Z. W. o uj cn 014 (3r; Ld F- u.j i Lu at AAft ca low ui rue T 45 z ut uj d" #mom low > ".j Lu it < AJ 7 DA"11 PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12- 31 - -07 .......... V ROAD �2J '19 20 21 -22 TJO 2 24 L ------ I S tR? -30 22"9 28 27 26 1 .30 Tmc ROM HOWL ,. r 34 m tk� McKM I HIWA 3 4 16 6 2 f�l r - - - - - - - - - - - - 9 LA. 10 12 s. P2 7E' 17 L 15 18 0 VICINITY MAP NO SCALE 14 cn Z. W. o uj cn 014 (3r; Ld F- u.j i Lu at AAft ca low ui T X X uj #mom low > Lu it t*Al* x. A lqw� r STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1- 800 - 227 -2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE .ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: S -7, S -8, S -91 S -101 S -110 S -20, S -21, ST -6, ST -22. 3. VCP INSTALLATION . MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C -700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C -12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. THE PIPE AND FITTINGS FOR 6", 899 , 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D -2680 AND D -2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS I, 11, AND Ill EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D -3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE PIPE WITH PVC LINING_ ' ' REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS "B" OR "C ". RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360' OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.13. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77-F ±5 (25'C ±3 ). PROPERTY INITIAL PAR. 1.0 TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50 -60 ±5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35 -50 f5 WEIGHT CHANGE ±1,5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 --MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG /M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(210 - 27' C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4-INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F f5 (25' C f3 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7- 2.03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1 SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL C�EN___TRATION 207 ** 5% 57 ** 170** 1% 0.1 0.1 BOD NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE - QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. * *VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. 1.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL NTH THE LONGITUDINAL AXIS OF THE PIPE. THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 1.F APPLICATION 7Q CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST -IN -PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN -PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SLING OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP - WELDED JOINTS. NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P -1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT - SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P -2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT- SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTOR11ON IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE. THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT -AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (1 50 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD -UP. 1.H. APPLICATION TO CAST -IN -PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES. UNLESS OTHERWISE SHAWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL. 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER do RASOR MODEL NO. AP -W NTH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7- 2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C ". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D ". PVC FOR PIPE SIZES ,18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL. PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F -679 (T- WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE. ". 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO -GO 5Z MANDREL. THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL DIAMETER = BASE PIPE I.D. - (Y/100 X BASE PIPE I.D.) WHERE Y = ALLOWABLE DEFLECTION IN % (579) BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PfPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE- BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE- ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD S -391, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S -39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTEN11ON OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SEC11ONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S -39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FQR THE CONSTRUCT1QN OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 9. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (907) UP TO THIRTY INCHES (30 ") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION -AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT QF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN -SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. 13. ALL SEWER STUBS SHALL L BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. SHOVEL- SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. 14 . ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S -7, S -8, AND S -21 AND SECTIONS 70 -1.02H AND 71 -1.07 OF THE INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUT S SHALL BE CONSTRUCTED. IN ACCORDANCE WITH THE CITY AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE OF BAKERSFIELD .STANDARD DRAWING S -20. PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL I MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48 " " IN DIAMETER AND TYPE B FOR BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE.: THE BOTTOM MANHOLE MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2". MORTAR BED OR SET ON COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION KENT -SEAL, IN A GROOVED FOUNDATION. OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA- HAMMER WILL NOT BE 15. STORM DRAIN PIPE PERMITTED. SUBSEQUENT BAGKFILI. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS Ill WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C -76, UNLESS OTHERWISE NOTED ON THE BACKFILLED WITH NA11V� MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE CONTRACT PLANS. OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE . MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND /OR ROLLING, REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE ", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND /OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR ROLLING SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE BEFORE SUCCEEDING LAYERS ARE PLACED. PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF HYDROSTATIC TESTS SPECIFIED BY SECTION 65 -1.08 "LAYING SIPHON AND PRESSURE ", FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND OR PIPE OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. ROLLING AS SPECIFIED ABOVE. WHERE THE E TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF FINISHED REINFORCED CONCRETE P !PE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907) RELATIVE SECTION 65- 1.Q6B, "RUBBER GASKETED JOINTS ", OF THE STANDARD SPECIFICATIONS. COMPACTION. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STR EET. WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON- STREET AREAS. BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6 -3, PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT I "TESTING ", OF- THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF UFACTURER'S RECOMMENDATIONS. PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. NEXT LAYER IS PLACED. PIPE LAYING SHALL PROCEED NTH EACH PIECE LAID TRUE TO LINE AND GRADE,, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S -39 AS MODIFIED ON THE CONTRACT PLANS,. EXCEPT THAT COMPACTION "THIN THE DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN TRENCH OR THE THE CONDITION OF THE WEATHER IS UNSUITABLE. ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (907) AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. RELATIVE COMPACTION FOR THE TOP FINISHED 30 ", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO QF THE FOLLOWING D2922 OR D1556. FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING ON ACCOUNT OF SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE- EXCAVATED AND RE-- COMPACTED. I THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. 10. SEWER PIPE INSTALLATION CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO AND BACKFILL. ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE OR INCORRECTLY CUT. CAREFULLY HANDLED AT ALL. TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND 16. BORED /JACKED PIPE 11 APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED JACKED PIPE SHALL BE NSTALLED. IT SHAH BORED/ JACKED ALL HAVE EVEN BEARING THROUGHOUT WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILL D E WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING THE SPACE AROUND. THE PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING / JACKING OPERATIONS FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE . AND IN SUCH A MANNER AS TO FARM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE CONTRACTOR SHALL SUBMIT M T TO THE ENGINEER FOR APPROVAL ALL PLANS OF THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY BORING /JACKING OPERATIONS PRIOR TO 0 BRING OR JACKING' DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN. WORK IS NOT IN PROGRESS OPEN ENDS OF BORING JACKING OPERATI / ONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, , PIPE AND FITTINGS SHALL BE CLOSED. CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL WITH BELLED END PIPE, BELL HOLES SHAH THEN BE EXCAVATED AT EACH JOINT TO L ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT THE PLANS. PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF UPON COMPLETION OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION I SHALL BE COMPLETELY FILLED WITH SAND AIR- BY THE USE OF AIR BLOWING BLOWING CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO IT IS THE CONTRACTOR'S R RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT !N DANGEROUS OR OR INCORRECTLY CUT. UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED SHALL FURNISH AND INSTALL BREASTBOARDING AND /OR FACE CLOSURE WITH AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND /OR CLOSING THE WORK FACE. UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318 -6(4), OR THE WATER THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306 -1.4, "TESTING PIPELINES„ OF THE 1994 EDITIONS, '"STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, - DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE VLL BE CONSIDERED AS INCLUDED IN THE BID AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL N011FY THE ENGINEER 24 17. MINOR STRUCTURES HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS AND CONSTRUCTION, TO THE PROVISIONS OF WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND SEC11ONS 70 -1.02 H OF THE STANDARD SPECIFICATIONS AND TH PROVISIONS. ESE SPECIAL MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELI ED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, STANDARDS S -7 AND S -8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING -12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C -478. EACH SUCCESSIVE MANHOLE SECTION SHALL AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. BE SET ON A BED OF PORTLAND CEMENT GR OUT OR KENT SEAL " TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET POSITIVE GRADE A E TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON PLUMB. THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE 18. ADJUST SURVEY MONUMENT ENCASEMENTS PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. SURVEY MONUMENT AND FRAME AND COVER WIT H ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN 11. SYSTEM TESTING ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S -29. A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE MINIMUM OF THREE DAYS. RECOMMENDATIONS OF THE MANUFACTURER. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE 11ME REQUIRED FOR DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO 360% IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO A MINIMUM OF ONE DAY. INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WELL PROVIDE SURVEYS. ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS ) ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALT,.. BE APPROVED BY THE Cf TY ENGINEER SHALL BE REPLACED BY THE CONTRACTOR AT NO CAST TO THE OWNER. PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. AN OPEN STREET EET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -LINE TYPE AND SHALL BE USED FOR ALL RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT ' LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE BASED ON APPROVED EN GINEER S ESTIMATE FOR THE WORK PERFORMED WITHIN THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE. OF THE MAIN. RIGHT -QF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LINE WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT -OF- WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.Q.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR RIGHT -OF -WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. A-.-W*. 4 L'i U N I T FURNISH & INSTALL SEWER PER CITY STANDARDS 354 ---- . ........ ------ -- 3521 ,\ 350 --- ------- - - ------ ----- - 348 INVERT FURNISH & INSTALL SEWER MANHOLE 8 9 Lo ui z 342: sT� IV -y cl 0,0 7 ^ • r%,f%-r tas Ako 1 11 Lij J ��l 1 7 nnA4ZTAl I AMr I (D (D C) C> 0 Of C) u (D C> od < 00 06 :z co cy; (D (D (D co L6 (if '17 ca T— " a as od c; co U) 00 tow c> 40 0) 6 >- - Lu co 6 '17 (D :;;z I-- oo ui CD ai (3; c6 Lj (D z: pa af W < 00 (.0 06 Lo CD w 00 a T w to I ci _j 3� 06 Lri Cr- v- Lo (n I (j i V (X) (5 zt Ln 1 '17 Z LJLJ 06 F- 00 Lci cr C) + L.1 - C) I C) n Lj a) LC) r10 Ld 0(5 06 < 2r -w + C) u (n ui OCT a 00 Z (n CD z: + z Lu + + a (n CD co 06 00 o -39: LL) 0 0(5 z: Lo Lci J lc-- n- I V) 00 a: LLj uj 00 00 Z --I Lj (L < o6 _j-3c: T- o co < V) d v) C-4 NO �Q Lu + + --lzk C) (o I o6 06 Z w Z) + co Qo --i - u -j (6(6 + + 0 (n < © co c6 z Z Lo Lo + En 00 0 cq ci 0 C�j 0 < cn Lo 0 0000 (o I,-- + w - + clq = . . .- 00 00 -J m 52 1 + + w m " �j 0 (n co Q:> c/) ul W) m + cn cn (n + + wi wi co 10 uj 0 CD co -- I I + J u� u� C\4 20 20' co 68 U) 66 6 5 <� < 10 Lo C)o C:)C:) 67 Z nro U) 64 z 51 29 28 27 < < (n (n cr uj cn + + < Z r-- r, ll� r**� C\j + + 1 0 w C�l ('10 F- 26 < < m (-) c) F- C14 C> 0 ++ 20' cf) v) 25 �--i 24 23 < t�- r,-- 20 z c%j c%l 19 F- z 22 21 < V-T- 18 30' C:)C:) F- F- < 17 < ui c; d 30' eq CS1 m M + + 0 Lr) 0 12 U) co :m ++ < l< z C) C) w :m V) 00 co Lo C> w . . o:: 30' -30' 'r, cf) cn F + + 3:: < < cr w (N CN --j nn 3: < WELLFLEET WAY �-j 1 -1 -1 U) U) (n W 000 CN CN ui I,-,- (n V) (n cn En U) coo SEE SHEET 12 (n V) U) En (n v- v- V) (n (n BOUNTY LANE w I I J-1 SEE SHEET 8 cn En T t ..� U ` (n cn C-31 u 358 ABBREVIATION 3561 FURNISH & INSTALL SEWER PER CITY STANDARDS 354 ---- . ........ ------ -- 3521 350 --- ------- - - ------ ----- - 348 INVERT FURNISH & INSTALL SEWER MANHOLE C> - ---- .. ..... - ------ . Lo ui z 342: 340 MANHOLE 338 i of 3367 CB 3341 0 (_ ao ao 6. C) C) . . .... .... La C) C) ) LLJ 4 I Lj _zooC) itr) A Lo Lo c°"' C Pn U) NN FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS C) F- SDMH EXIST F- I (D (D C) C> 0 Of C) u (D C> od < 00 06 :z co cy; (D (D (D co L6 (if '17 ca T— " a as od c; co U) 00 tow c> 40 0) 6 >- - Lu co 6 '17 (D :;;z I-- oo ui CD ai (3; c6 Lj (D z: pa af W < 00 (.0 06 Lo CD w 00 a T w to I ci _j 3� 06 Lri Cr- v- Lo (n I (j i V (X) (5 zt Ln 1 '17 Z LJLJ 06 F- 00 Lci cr C) + L.1 - C) I C) n Lj a) LC) r10 Ld 0(5 06 < 2r -w + C) u (n ui OCT a 00 Z (n CD z: + z Lu + + a (n CD co 06 00 o -39: LL) 0 0(5 z: Lo Lci J lc-- n- I V) 00 a: LLj uj 00 00 Z --I Lj (L < o6 _j-3c: T- o co < V) d v) C-4 NO �Q Lu + + --lzk C) (o I o6 06 Z w Z) + co Qo --i - u -j (6(6 + + 0 (n < © co c6 z Z Lo Lo + En 00 0 cq ci 0 C�j 0 < cn Lo 0 0000 (o I,-- + w - + clq = . . .- 00 00 -J m 52 1 + + w m " �j 0 (n co Q:> c/) ul W) m + cn cn (n + + wi wi co 10 uj 0 CD co -- I I + J u� u� C\4 20 20' co 68 U) 66 6 5 <� < 10 Lo C)o C:)C:) 67 Z nro U) 64 z 51 29 28 27 < < (n (n cr uj cn + + < Z r-- r, ll� r**� C\j + + 1 0 w C�l ('10 F- 26 < < m (-) c) F- C14 C> 0 ++ 20' cf) v) 25 �--i 24 23 < t�- r,-- 20 z c%j c%l 19 F- z 22 21 < V-T- 18 30' C:)C:) F- F- < 17 < ui c; d 30' eq CS1 m M + + 0 Lr) 0 12 U) co :m ++ < l< z C) C) w :m V) 00 co Lo C> w . . o:: 30' -30' 'r, cf) cn F + + 3:: < < cr w (N CN --j nn 3: < WELLFLEET WAY �-j 1 -1 -1 U) U) (n W 000 CN CN ui I,-,- (n V) (n cn En U) coo SEE SHEET 12 (n V) U) En (n v- v- V) (n (n BOUNTY LANE w I I J-1 SEE SHEET 8 cn En T t ..� U ` (n cn C-31 u 358 ABBREVIATION 3561 FURNISH & INSTALL SEWER PER CITY STANDARDS 354 ---- . ........ ------ -- 3521 350 --- ------- - - ------ ----- - 348 INVERT FURNISH & INSTALL SEWER MANHOLE 346 - ---- .. ..... - ------ . 344 342: 340 MANHOLE 338 i 3367 CB 3341 0 332 SHEET MERE SECTION IS SHOWN 330 1 C) C) . . .... .... 41 0 • U) 328 Lo Lo A Lo Lo c°"' C Pn 326 = .- _______.__. ___ FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 324 1 SDMH EXIST 322 10+00 CAPE COD AVENUE (STA. 10+00-.00 TO STA., 23 +00.00) SCALE.* 1" = 50' HORIZONTAL 1 = 5' VERTICAL 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 i t 55. 613 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION .0 LEGEND. 358 6 354 ---------- 352 cn �o --- - - ------ __: _. ._.___ _ _ _ _ 350 348 344 342 340 338 336 o mmmmmmww� 334 332 330 328 326 324 322 23+00 1, �— �75� 1,44 ABBREVIATION s FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNA11ON: CL CENTERLINE SECTION LETTER ILK INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "As" PER C.O.B. STD. SW-4. MH MANHOLE CB CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT SHEET MERE SECTION IS SHOWN JB JUNCTION BOX PER C.O.B. STD. SW-6. SMH SEWER MANHOLE sco SEWER CLEANOUT FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SDMH EXIST STORM DRAIN MANHOLE EXISTING 0 FURNISH & INSTALL STORM DRAIN "B" NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE PER C.O.B. STD. D-18. WITH 3.5' OPENINGS PER C.O.B. STD. D-14. ELEV ELEVATION UNLESS OTHERWISE SPECIFIED. R/W RIGHT OF WAY • FURNISH,& INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE TYPE " A PER" C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. FL FLOWLINE 358 6 354 ---------- 352 cn �o --- - - ------ __: _. ._.___ _ _ _ _ 350 348 344 342 340 338 336 o mmmmmmww� 334 332 330 328 326 324 322 23+00 1, �— �75� 1,44 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 r t �y #' . "0-0000� 0� (j, V - de dZi WELLFLEET WAY SEE SHEET 12 i 20' ' 30' 30' i 50 'I 49 PHILBIN S ? r CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 69.28' 34.70' 07'56$20" CATCH BASIN 500.00' 81.05' 40.61' 09'17'13" HATHAWAY AVENUE (STATION 10 +00.00 TO STA. 23 +00.00) SCALE: 1" = 50 HORIZONTAL 1 ° = 5 VERTICAL ii �r n NOTE: CONTRACTOR TO ENSURE ALL SEWER LATERALS CLEAR STORM DRAIN PIPE. + 12+00 3 13 +00 14+00 15+00 16 +00 17 +00 18 +00 19 +00 20+00 21+00 22 +00 23 +00 I11 Xt��B • 34 5,.6 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: , SECTION LETTER G FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.Q.B. STD. SW--4. _ ..._.... _ _ .. 2 0 FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN PER G.O.B. STD. SW-6. ---- -- - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE B PER C.O.B. STD. D -18. WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. or FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. 1\1 PILGRIM HEIGHTS DRIVE crrr, purr -- @ -i v♦ % - < e- m� s Uw t-�• 13= < Uw w Vy 18" DRAIN x,,, � SEE SHEET 11 --36" DRAIN `- SEE SHEET 11 J JQ �UQ w w Q�r� "N tiH cn cn cn En 32 J 1\l 1 7 360 36 ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE • 34 5,.6 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: , SECTION LETTER G FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.Q.B. STD. SW--4. _ ..._.... _ _ .. 2 0 FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN PER G.O.B. STD. SW-6. ---- -- - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE B PER C.O.B. STD. D -18. WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. or FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. 1\1 PILGRIM HEIGHTS DRIVE crrr, purr -- @ -i v♦ % - < e- m� s Uw t-�• 13= < Uw w Vy 18" DRAIN x,,, � SEE SHEET 11 --36" DRAIN `- SEE SHEET 11 J JQ �UQ w w Q�r� "N tiH cn cn cn En 32 J 1\l 1 7 360 36 f i 0 i 358 ; _ _ __ INSTALL 2-. 4-2 -1 3 18" RGJ -RCP - 0.51lj% 356. __ _ ___ __ _ ___ _____ q _____ _._ _ _ __ __ _ __ _ _ _ _ __ _ 356 m�� cn cn �. 354 354. _ _ _ _ _ . . cn w wZ ED 1100 . 4% tL?M p . J, C7 352 352 .� _ •,J - •d' 350 .� -- 350 La G1 +�F-- _ +J +�- •e,C VX u- cn = � s _ZZ_p i �_t 348 F— I�- ZZZ w .._.,_. Z �' -- _ _ _. _ 348 V? V - Z Q, w V)=3 w W Z 0 a 346 346 "' Q z In p 344 344 " w 342 . _. _ �___ .: __.�_ . _ _ __. _ _ _ ._ ._ 342 i Z w Q /��► w 3403: _ __ __. _ _ _ _ _ _ ._ __ _. ... __ 340 cl- aRr INVER 18 DRAIN 338 _ _ __ _ , __- _ _ -_ _ __ _ _ _ _ _ ____ _ !_ _ ._ __ ___ _. 338 Q d er- w 336 336 334, __.___ - - -_ . _ __ __ _ . _ .. ___ _ _ ___ _ _ _ _ __ 334 ca Q z 332 __ _ __ , ____ _. _ _ _ __ _ _ _ _._ _ __. - 332 IL 3313 _ __ . _ __ _ ___ _ _ -_ _ _ _ _ __ _ ___- -_- -_._ __ _ __ ____ _ __ 330 a Ll.l �C SECTIQN cc o Q 100-11� SCALE 1= 50 H OR I Z. 4 ca C> z C; 1 "=- 5 VERT. ui p ... d 2 REVISION APPROVED BY: R T Mcl SH DATE R.C.E. 33322 EXP. 06/30/14 REVISION AAA APPROVED BY: As&w oh( MA AN ­S�HAWf C.E. IV DATE R.C.E. 32178 EXP. 12/31/14 y �i C) 0) s as CN ��-- -, S89'02'47 "E on S89'02 47 E S89V2'47 "E z- ADDIZCYIA I IVIVJ S FURNISH & INSTALL SEWER PER CITY STANDARDS od4 CENTERLINE 358 __ _ _ - -__ ._ ____ ._ ._ _ r____ - INVERT C) FURNISH & INSTALL SEWER MANHOLE STORM DRAIN N TYPE "A" PER C.O.B. STD. SW -4. w 00 MANHOLE = U rem W h � Z V CATCH BASIN 0 z� JB JUNCTION BOX T7 PER C.O.B. STD. SW-6. SMH SEWER MANHOLE 00 0 N SEWER CLEANOUT N cm N STORM DRAIN MANHOLE 48 FURNISH & INSTALL STORM DRAIN EXIST EXISTING N MANHOLE �, MANHOLE TYPE B PER C.O.B. STD. D -18. ELEV ELEVATION __ 346 R/W RIGHT OF WAY 17 FURNISH & INSTALL CATCH BASIN M.H. MANHOLE 344 TYPE "A" PER C.O.B. STD. D -14. FL FLOWLINE - ___ __ �r - XI�ST. ° *$ 342 -_ __ _ __ __ __ __! ____ __ _ ___ ____ __ 342 358 - _._.....__...__, 354 W� 352 - - -- --z-" N� 350 - - - - - -W W 348 - - -- 346 344 ---- � - - - -- 342 34O—l'.--.----.- A 338 336 334 z 330 � J 328 U 326 a 324 322 _..__. . t ■ 1 t t R PILGRIM HEIGHTS DRIVE SEE SHEET 11 CALYPSO WAY SEE SHF T R r .� Lo • N � Z n, cn a_ J I CAPE COD AVENUE (STA. 23 +00.00 TO STA. 26 +32.94) SCALE: 1° = 50' HORIZONTAL 1" = 5' VERTICAL Mw! _' o p ► �,j 1- :ry a f% -&- ao r-A06 00 �TO??.. >� 23 +00 "8" SEWER 0 0.25% 24+00 25+00 26x00 328 326 { 324 322 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND. fj � Cs��- 0 Gam%,, C- �vv(i� 6 & ;to 1 / -01 i 5 :fir 30' . 30' t WAREHAM DRIVE SEE SHEET 7 360 ADDIZCYIA I IVIVJ S FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE 358 __ _ _ - -__ ._ ____ ._ ._ _ r____ INV INVERT t �� - �� - f .� -• �� 1 1� - FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN 354 TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE = U rem W h � Z CB CATCH BASIN C FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX ■ -. W v PER C.O.B. STD. SW-6. SMH SEWER MANHOLE N ZZ U 4-= W - .__ - a 350 SCO SEWER CLEANOUT " D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SDMH STORM DRAIN MANHOLE 48 FURNISH & INSTALL STORM DRAIN EXIST EXISTING _ _ _. __- __ _ __ _ _ Q �Q MANHOLE �, MANHOLE TYPE B PER C.O.B. STD. D -18. ELEV ELEVATION __ 346 R/W RIGHT OF WAY ___ -___ -__ _ FURNISH & INSTALL CATCH BASIN M.H. MANHOLE 344 TYPE "A" PER C.O.B. STD. D -14. FL FLOWLINE - ___ __ �r - XI�ST. ° *$ 342 fj � Cs��- 0 Gam%,, C- �vv(i� 6 & ;to 1 / -01 i 5 :fir 30' . 30' t WAREHAM DRIVE SEE SHEET 7 360 IN' TALL 25.89 _ -LF - -OF� cn _ 350 18 RGJ -RCP 0 0.50% PPROXIM, TE FINISHED _ _ -. -- - ________ ___ C_ADE ,ENTEILII __. _ 358 __ _ _ - -__ ._ ____ ._ ._ _ r____ - - _ -- _ -__ - - 358 t �� - �� - f .� -• �� 1 1� - +-�- - - -- -- - -- - - to C� - - -- - . - - o 358 354 -, - - I' _ �r - r 354 = U rem W h � Z N • C5 • U lu Z W AD 352 ` N __ __ s- _ _ • • Qm 00.�y- Q _ w_ _ _ w w�: _ • -.2352 C3 W,-� ■ -. W v • CL y 350 N ZZ U 4-= W - .__ - a 350 En tn�ZZ iU } w L._ U "ew11 a 348 48 340 _ ._... _ _ _. __- __ _ __ _ _ Q �Q 3467 _ ____ -- _ ___ �__,_ _ _ ._ __ __ 346 APPROX1 FINISHED ' ___ -___ -__ _ 344 _ -- - _ __ 344 0 PIPE I - ___ __ �r - XI�ST. ° *$ 342 -_ __ _ __ __ __ __! ____ __ _ ___ ____ __ 342 INVER - _ _ co c 00 340 3�r 32 18 DRAIN - -- - - -- -- -- 340 338 INVERT z n Y DISCREPANCIES. c o M 30" D , AI N � ° R � U r w r 33 o :338 - - -�r35:O3.FF - - SIER = -35% EXrS: _EER --=5 _ 328 334 - - - -- - _ _ _ _ _ _ _ ....._ .. - - -- - -- 334 SECTION AND STORM DRAIN PLANS - _ __.____._ .._- -- _. _ _.. - L._____. 328 SCALE 1 " =50' HORIZ. 5 10+00 11+00 12 +00 1 " =5' VERT. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN NOTE: CONTRACTOR TO ENSURE ALL SEWER LATERALS CLEAR STORM DRAIN PIPE. PILGRIM HEIGHTS DIVE o ' , �. 1 REH 1 o SEE SHEET 11 Z �i WAAM DRIVE z ? t- z I 20' ` 120' + Z _ Lo SEE SHEET 7 • �� 0 1 W � 30' 30' f Q U 20' I 2Q' • w w lick: �..,.. , 5' W . 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C> + SEE SHEET 8 # 0;� 5 j-- I-- F-- w 0 LL' z v) v) v) v) V) z in V) V) V) U) V) V) 20* 1 2 I 20* --i cn< mw po 38 1 39 Q a 30 30s z- 51 Cif • 0 o < cu co c%j 04 + + 1* 14- v- v- W V> w C--.O cnz 00 to En F- CDR V) V ) a CN W Ca 00 CN D M oY I I U ��l 1 T CD 0 1 CD Lo 30 1 51 6 0 Lo < j < 4- L li 11 +uu :>Gv UL 14 t 12+0 24" DRAIN 13+00 388 F— �Q .20 14+00 -S89*02*47*E 5+gQ cq C> 89*02'47" -1 — — 0 1 .0 4 16+00 1 30* DRAIN 296-24 SEWER MANHOLE NO. 10 -v--4±k-4 ... 10 AM% -r-433.99 S89*02*47* SEE SHEET 12 24" DRAIN 89*02147"E 100♦0 S89*02"47*E "8 SEWER s 296.24 S89*02'114117'1111 .35,93p 6" SEWER 270.43 S89-02$'47E 6'0 SEWER s - 17+00 --W An C> LA < T�; 238.18 DRAIN, CN, -NW3-7 04-W 47 3" FL-J 18" DRAIN 389*22"56"W 15.42* II F- F-: R/W cr- 0:� a-, 10 CD C) CD cv_ (if 0 0 1 0 C) I CD C) C) C3 C) IT- 1W 4 1 6 Lo %Lo . 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C> + I WEU.FLEET DRIVE # 0;� 5 j-- I-- F-- w 0 LL' z v) v) v) v) V) z in V) V) V) U) V) V) u- C> --i cn< mw po 38 1 39 SEE SHEET 12 e-J-- z- 0 z 0 W 0- �0 0 o < 04 11 W V> w C--.O cnz 00 to En U CDR V) C> 0 CN z CN D M oY I I ui cr 00 U-) F--: V) C) C) z I _j _j 25 C) C) 6 aj ai 9 "o 34- 0000 f d 0, * to C) Po " C) -34 oi 35 0 06 m b c; c; 10 1 lu Oc z Z u� C) + I I- x w 1z (n W '" noo ro ++ n r.., " I CD + + F- w LLJ <,W- w of j-- z %- IV- + r-- + 00 Go u)zc) Lu V)V) 44 43 X En 00 WW < cn cn U) 00 STA. 23+56.88., C.L. 22.54LT.= STA. 23+56.88, DRAIN :r '77 < Z I**- I'%- < '4-4- 0 5'* SEE SHEET 12 11 +uu :>Gv UL 14 t 12+0 24" DRAIN 13+00 388 F— �Q .20 14+00 -S89*02*47*E 5+gQ cq C> 89*02'47" -1 — — 0 1 .0 4 16+00 1 30* DRAIN 296-24 SEWER MANHOLE NO. 10 -v--4±k-4 ... 10 AM% -r-433.99 S89*02*47* SEE SHEET 12 24" DRAIN 89*02147"E 100♦0 S89*02"47*E "8 SEWER s 296.24 S89*02'114117'1111 .35,93p 6" SEWER 270.43 S89-02$'47E 6'0 SEWER s - 17+00 --W An C> LA < T�; 238.18 DRAIN, CN, -NW3-7 04-W 47 3" FL-J 18" DRAIN 389*22"56"W 15.42* II F- F-: R/W cr- 0:� a-, 10 CD C) CD cv_ (if 0 0 1 0 C) I CD C) C) C3 C) IT- 1W 4 1 6 Lo %Lo . 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C> + I WEU.FLEET DRIVE # 0;� 5 j-- I-- F-- w 0 LL' z v) v) v) v) V) z in V) V) V) U) V) V) u- C> --i cn< mw po 38 1 39 SEE SHEET 12 e-J-- 0 00 ui 0 z 0 W 0- �0 0 o < 04 11 W V> w C--.O cnz 00 to En U CDR 621.83' 23+00 45.15 ,RAIN S89*31 *1 2`Z. C> 0 CN z CN D M 'Pro. 1 + + of * v- v- 6 V) (n(n to LLJ z e-oil in in c) C) C) C) 0 C> © 36 1' 37 a P"_': po 6 po 38 1 39 yi co co 04 04 0 00 ui C:> R/W I En 0 Ln 04 18+00 s S89*02147"E 19+00 S89 -7 *02"47'OE 6m SEWER 193.421 S PROVINCETOWN AVENUE SCALE. 1 = 50' HORIZONTAL 1 = 5' VERTICAL C) cn CD bi vi N T CN 21 +00 s F-: C-� 0 0:: X S89'02'4 7 t C� (3) 48 C� v- CDR 621.83' 23+00 45.15 ,RAIN S89*31 *1 2`Z. C> 0 CN z CN D M 'Pro. 1 0 ui cr 00 30 30 ci CD �� i 301 V) , Z 1 � � + I a + � " 40 41 w o 0000 f 50 49 co r) Lo 5p X: m < QD CC Lo Lo CN n-JV) LL_ nn QN <w0NNr Oc z Z C) + I I- -1-20' 309 CD + + + r*_ r%1 C-) <mo- n �c < UI I.-OLLi z I < W W V) m CN 46 T- C14 CI-4 CN Go u)zc) Lu V)V) 44 43 r—S7TCiR-M DRAIN M.H. NO. 20 0 " m EN MIKASA LANE cn cn U) 00 STA. 23+56.88., C.L. 22.54LT.= STA. 23+56.88, DRAIN :r '77 < Z I**- I'%- < '4-4- 0 5'* SEE SHEET 12 I% 7Z ++ "1" 5$ PROVINCETOWN AVENUE SCALE. 1 = 50' HORIZONTAL 1 = 5' VERTICAL C) cn CD bi vi N T CN 21 +00 s F-: C-� 0 C-4 X S89'02'4 7 t Lu (3) 48 22+00 v- 0 621.83' 23+00 45.15 ,RAIN S89*31 *1 2`Z. CNI to> Z C5 i if Lq < CC z F- < I z 400.00- CATCH BASIN CD Lo z Lu C,4 z a 30 30 Lu CD V) %OF 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 REVISION APPROVED B R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: MARIAN SHAW C. E. IV - DATE' R.C,E. 32178 EXP. 12/31/08 ,,5'1 cn 3 .6 4-5, bi • r**- U II N T 20+ 20+ 00 21 +00 s F-: PILGRIM HEIGHTS CENTERLINE S89'02'4 7 t -i m ci uiro N C) v- C14-4- CN DRIVE SEE SHEET 11 22+00 SD 1 621.83' 23+00 45.15 ,RAIN S89*31 *1 2`Z. CNI to> Z C5 i if Lq < CC 2 o t 20t FL- I z 400.00- CATCH BASIN CD Lo z Lu C,4 z a 30 30 JUNCTION BOX CD 1 ai oi < . LL CL (16 (/nom 00 -jo a 511 21 6 40 41 1 c; CN J.L-w 00 42 + m: --F cn v- v+' + 5v 5p 19 a CN CN C3 N C) CN n-JV) LL_ nn QN <w0NNr Oc z Z C) + I I- 6 cm + CD + CN + C-) <mo- n �c < UI I.-OLLi z I < W W V) m CN 46 T- C14 CI-4 CN Go u)zc) Lu V)V) 44 43 r—S7TCiR-M DRAIN M.H. NO. 20 0 " m EN lcn U) 00 STA. 23+56.88., C.L. 22.54LT.= STA. 23+56.88, DRAIN :r '77 < Z I**- I'%- < '4-4- 0 5'* 1 18 I% 7Z ++ "1" 5$ %OF 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 REVISION APPROVED B R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: MARIAN SHAW C. E. IV - DATE' R.C,E. 32178 EXP. 12/31/08 ,,5'1 cn 3 .6 4-5, bi LEGEND: INTERSECTION z- u 20+ 20+ 00 21 +00 s S 4 CENTERLINE S89'02'4 7 t PROVINCETOWN AVE.= b 22+00 SD 1 621.83' 23+00 45.15 ,RAIN S89*31 *1 2`Z. CNI • s 8" SEWER s FL- I z 400.00- CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX 1 ° R/W CD 1 af sco 04 1 SDMH STORM DRAIN MANHOLE C3 19 a CN CN C3 N (D po ELEVATION En 1 6 cm + N 114- + 1 C5 q- C> 47 m 0 46 + T- 45 0-4 FLOWLINE 44 43 0 " m EN lcn U) F- # < :r '77 < Z I**- I'%- < '4-4- 0 5'* 1 18 V) 7Z ++ "1" 5$ %OF 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 REVISION APPROVED B R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: MARIAN SHAW C. E. IV - DATE' R.C,E. 32178 EXP. 12/31/08 ,,5'1 cn 3 .6 4-5, TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: INTERSECTION z- u ABBREVIATIONS s STA. 23+52.06 C1, CL CENTERLINE 18" PROVINCETOWN AVE.= 22+00 SD 1 621.83' 23+00 45.15 ,RAIN S89*31 *1 2`Z. STA. 12+80.01 C-Lo PILGRIM HEIGHTS DR. • s 8" SEWER s I z 400.00- CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.O.B. STD. SW-6. SMH SEWER MANHOLE -j- sco CD 1 SDMH STORM DRAIN MANHOLE C3 19 a CN EXISTING C3 N MANHOLE TYPE "B" PER C.O.B. STD. D-18. CD 00 ELEVATION R/W m 0 q4- C'114 0 u> 0 co Lo co N` c\j C) FURNISH & INSTALL CATCH BASIN cli C.0 + MANHOLE C5 Pe) + Z Lo + I 0 00 :z Li Ln + En FLOWLINE 44 43 0 " m EN CN w _3 - 14 C-4 000 U) F- # < :r '77 < Z I**- I'%- < '4-4- 0 5'* 1 18 Lo 7Z ++ "1" 5$ cr N N uj LLJ V) (n PILGRIM F- HEIGHTS DRIVE SEE SHEET 11 I T %OF 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 REVISION APPROVED B R.C.E. 33322 EXP. 06/30/08 REVISION APPROVED BY: MARIAN SHAW C. E. IV - DATE' R.C,E. 32178 EXP. 12/31/08 ,,5'1 sxqiuo 11111**czLA m SECTION LETHR IL 2 SHEET WHERE SECTION IS SHOW NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "Am WITH 3♦* OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS - UNLESS OTHERWISE NOTED. 360 358 356 354 352 350 348 346 344 342 340 338 336 SECTI N A � SCALE 1" =50' HORIZ. kN---,v 1 " =5' VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 360 "INSTAL Q 25.51 L OF 1$ GJ- RCP 0 .12% 3581 kio-f *-I 360 IN§TA ILL 115.421LF OF L 18 KJ-RCP 0 0.19% 358 356 Orr_ 0 C> 1 354 354 , II ja 0 >• m 0 1 Q —JL 10- LLJ 00 WD .-J z w 352 3521 0- N E < LL- CF) < LL z ........v..wm m m 00 p C> CD 2 Z-9. cn 3501 V) + i En C> u- 0 V) W 0 0 0 C) L-, 348 U) 346 J 346 344 344 3421 < 342 340i 340 I VERT 186 -mr% A 338 338 336' 336 SECTION SCALE 1 " =50' HORIZ. 6 1 " =5' VERT. 360 358 356 354 352 350 r348 346 344 342 340 338 336 SECTION SCALE 1 " =54' HORIZ. 6 1 =5' VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 24+00 m cn 3 .6 4-5, TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS s FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE INV INVERT FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN TYPE "A" PER C.O.B. STD. SW-4. MH MANHOLE CB CATCH BASIN 0 FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX PER C.O.B. STD. SW-6. SMH SEWER MANHOLE sco SEWER CLEANOUT n mft MEMO="= 1W FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING MANHOLE TYPE "B" PER C.O.B. STD. D-18. ELEV ELEVATION R/W RIGHT OF WAY FURNISH & INSTALL CATCH BASIN M.H. MANHOLE TYPE "A" PER C.O.B. STD. D-14. FL FLOWLINE sxqiuo 11111**czLA m SECTION LETHR IL 2 SHEET WHERE SECTION IS SHOW NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "Am WITH 3♦* OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS - UNLESS OTHERWISE NOTED. 360 358 356 354 352 350 348 346 344 342 340 338 336 SECTI N A � SCALE 1" =50' HORIZ. kN---,v 1 " =5' VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 360 "INSTAL Q 25.51 L OF 1$ GJ- RCP 0 .12% 3581 kio-f *-I 360 IN§TA ILL 115.421LF OF L 18 KJ-RCP 0 0.19% 358 356 Orr_ 0 C> 1 354 354 , II ja 0 >• m 0 1 Q —JL 10- LLJ 00 WD .-J z w 352 3521 0- N E < LL- CF) < LL z ........v..wm m m 00 p C> CD 2 Z-9. cn 3501 V) + i En C> u- 0 V) W 0 0 0 C) L-, 348 U) 346 J 346 344 344 3421 < 342 340i 340 I VERT 186 -mr% A 338 338 336' 336 SECTION SCALE 1 " =50' HORIZ. 6 1 " =5' VERT. 360 358 356 354 352 350 r348 346 344 342 340 338 336 SECTION SCALE 1 " =54' HORIZ. 6 1 =5' VERT. 360 358 356 354 352 350 348 346 344 342 340 338 336 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 24+00 m cn uj F- C) F- (A L-Li z =) 0 5; Lo!`J: L.Li ry LLJ -CC o:: LJLJ 1-4 LLJ F- a ao l��v i. a— �,�5� I —� 15' DRAINAGE EASEMENT BY SEPARATE INSTRUMENT SUMP BOTTOM OF SUMP: 334.55 SEE GRADING PLAN 42" DRAIN - NOO'57'13 "E 37.88' 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 LEGEND: CL INV SD MH CB JB SMH SCO SDMH EXIST ELEV R/W M.H. FL .. � �, Q iz Qm�0- �ZMW O .I s C �- co UATLIAWAV AIN'►lt ir- U SEE •SHEET 5 WAREHAM DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL w co __j J U U CD F-- C) cn cc; o co 0 u") o as 11 C A PC C) SEE J C) i EE SN A GNU Sri E W J i 1u U 30' w / C'4 1,0- 8 1 !� SEWER MANHOLE NO. 8 SEE SHEET 5 1 I _ _ 4" LATERAL f SEE SHEET 5 7 ,Qs , dpi � life � ��2�� \ 9 .p 6 5 9 +00 10 +00 11+00 12 +00 13 +00 14+00 15 +00 16 +00 17 +00 18 +00 ABBREVIATIONS CENTERLINE INVERT STORM DRAIN MANHOLE CATCH BASIN JUNCTION BOX SEWER MANHOLE SEWER CLEANOUT STORM DRAIN MANHOLE EXISTING ELEVATION RIGHT OF WAY MANHOLE FLOWLINE T•O.M• 3 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LET4ualp © FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. Q FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHO PER C.O.B. STD. SW -6. --- - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D -18. WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. mr FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 19 +00 i 360 � 358 _.... _ _ .._ t i r s t _._ . _ . _._ _...� I M T L� � � 5,4j... LF ... QF . _ . _._ .. _.__ y 358 18" RIGJ --RCP --0.51 , E F i 356 r-- __.__._._._�_.._ � , o c .s._.ri .,y_..__- _.___.________�_ v.__.�_. _. - -____ _ _.�.,____..___.__..� 356 i 354 ; _.._.__..___- t s F: cq - f /�/'� ..�__.._._L.... } ©00;a ' _..__.___V_........-_..____ w_N_ # 354 i a �y i= / �!r^w 3 co 112 w 11 uj co —�.,_• --�M _,.._..__..._.___..� �......0 N U�M J �` ` 352 U Z _w) i �jW J N� 0 •i - Z 0) L � rz� � • • • •� 1 T 11 C A PC C) SEE J C) i EE SN A GNU Sri E W J i 1u U 30' w / C'4 1,0- 8 1 !� SEWER MANHOLE NO. 8 SEE SHEET 5 1 I _ _ 4" LATERAL f SEE SHEET 5 7 ,Qs , dpi � life � ��2�� \ 9 .p 6 5 9 +00 10 +00 11+00 12 +00 13 +00 14+00 15 +00 16 +00 17 +00 18 +00 ABBREVIATIONS CENTERLINE INVERT STORM DRAIN MANHOLE CATCH BASIN JUNCTION BOX SEWER MANHOLE SEWER CLEANOUT STORM DRAIN MANHOLE EXISTING ELEVATION RIGHT OF WAY MANHOLE FLOWLINE T•O.M• 3 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LET4ualp © FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. Q FURNISH & INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHO PER C.O.B. STD. SW -6. --- - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 0 FURNISH & INSTALL STORM DRAIN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "B" PER C.O.B. STD. D -18. WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. mr FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 19 +00 SCALE 1 " =50' HORIT 1 "= 5' VER T. co O J N Q w.� CD W w z_ CD w J U uj cn °z Q 0 N (n O O cy) N 0 O z oo ° O C) o d- o Z z tom. I m F_ Q ° o w U W 00 w w cfl cn cs� D N ry m W m o uj Y Q ¢ w co � o v v W U ' C.) O ©. x w Q 0 III V) Z O W W F- _ .36a 360 � 358 _.... _ _ .._ t i r s t _._ . _ . _._ _...� I M T L� � � 5,4j... LF ... QF . _ . _._ .. _.__ y 358 18" RIGJ --RCP --0.51 , E F i 356 r-- __.__._._._�_.._ � , o c .s._.ri .,y_..__- _.___.________�_ v.__.�_. _. - -____ _ _.�.,____..___.__..� 356 i 354 ; _.._.__..___- t s F: cq - f /�/'� ..�__.._._L.... } ©00;a ' _..__.___V_........-_..____ w_N_ # 354 i a �y i= / �!r^w 3 352. _..__...___._._r.�...,.. w 11 uj co —�.,_• --�M _,.._..__..._.___..� �......0 N U�M J �` ` 352 f Z _w) i �jW J N� 0 •i - Z 0) L � rz� � • • • •� 'r 350 �-�- • .__.__ _..�__..__ N �._.mi NIiW _'350 r -}-F•- 2' -#- J {!3 +� Mme; r ¢ .-.- z zp# F— < 3 :__...___M___..y_._ 48 £ a W i w_,� Q ...�..� _ .� .. ` > _ 348 a F- W C4 v)za Z ZZI ac uj 346 E i I 346 i 344 s 344 t i 42 z ; i 4 ; ! 342 z 340 �.. _._�_.._�.TM�____�_._.�...�^ 1 t � Y _�______.��.��._ .._.__._� . � __�_. __.__. __._ .�___.._._..�._.�....�._. INVERT . � 7 340 18 DRAIN I I , cr s 338 t Z jd `338 336! s �.` ,'__..._�.....� t ) IN t } 336 ; - ? V luu t 334 3 ; w i 334 �p } 0 co TQ f L 332 _,___...r_ i wj[W _ ._......_ _ ___...- . 4� _.__. __.__..- ...._....... _ 332 kot 330.11 3 � i ! - -_ ... _.......... _ i K 330 328 f , i 328 SECTION rA__` 0 SCALE 1 " =50' HORIT 1 "= 5' VER T. co O J N Q w.� CD W w z_ CD w J U uj cn °z Q 0 N (n O O cy) N 0 O z oo ° O C) o d- o Z z tom. I m F_ Q ° o w U W 00 w w cfl cn cs� D N ry m W m o uj Y Q ¢ w co � o v v W U ' C.) O ©. x w Q 0 III V) Z O W W F- W I 0) I r**Nft ul 0 p �•J Ll Arm ell z 4c mi a W co 3 W � 0 ..... F— a: Q a ac uj cr s Q Lu F.. r Imm co N luu z cc L kot r N N o 0 V J U- a W I 0) I r**Nft ul 0 p �•J Ll Arm ell 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 B01 INTY L SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 +00 11+00 12 +00 13 +00 360 358 356 354 352 350 348 346 344 342 340 338 336 3 334 332 330 328 326 324 6 T..N1• 5' TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND: ABBREVIATIONS n G o 00 - J CL CENTERLINE 36 0. PROVINCETOWN AVENUE 0 Sri Z z• <c l �� � - r o o L6 z Z - CAFE COD A VENUE 6 3 0 FURNISH & INSTALL SEWER MANHOLE SEE SHEET 6 I + • = U o _, . . -4m SEE SHEETS 3 & 5 MH MANHOLE 20' 20' I I � o o Z ° ° = U p 1 vi "s 20' ; 20' 1 , J , FURNISH & INSTALL SEWER CLEANOUT 30 . 30 I < o 0 I ¢ ono. I 30' ' 30' SMH 56 ,., ° ++ OO 6 3 of to p 64 SEWER CLEANOUT - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS W.74- N Z o <c� NN M , EXIST EXISTING 1 �° Q 0 o F-- �-- I-- cn cn cn I o << I F-- F-- F-- 5' I to z J -- I J i 00 R/W cn cn / M.H. 55 No TYPE "A" PER C.O.B. STD. D -14. FL FLOWLINE � zz O - I I 5 i FEW t 350 w 00 m M 1 30" DRAIN INTERSECTION STA. 10 +00.00 C.L., BOUNTY 5 I S00'ST13 "W w w 30" RAIN `o`I "�' ' c10 S00'57113 "W 27.17' 4 LN.= STA. 14 +33.99 C.L., PROVINCETOWN AVE. _ _ D - - pP 252.8 f STORM DRAIN M.H. NO. 2 I S - Lo 0 1 STA. 12 +85.00 C.L. 5. ' OOLT.= I SO0'57'13 W1 +00 " -. w s 8 SEWER 0 0 12 +00 280.00 ! STA. 12 +85.0 0, DRAIN - - - - - - I R f W w N M Lo I�\ (L INTERSECTION SEWER MANHOLE NO. 12 - -� E FL w cn I STA. 12+80.00 = 0 0o C.L., BOUNTY LN. STA. 9 +95.00, C.L. 5.00RT.= Q 1 - �` - - --- -- - ----- -- - -- -- W t STA. 14 +37.18 C.L., CAPE COD AVE. STA. 9 +95.00, SEWER 'cr 1 � RfW 18" DRAIN x• ; -- ---- - - - -- 6 p � " � � N89 02 47 W 45.00 � W w 1 M 4 • 1 w o W n END OF 18" PIPE o I� SEWER MANHOLE NO. 3 W I = co °p STA. 12+75.00, C.L. 5.00LT. = 18" [RAIN 1 w N 30 I �..- � 29 STA. 12 +75.00, SEWER ° /�n tLl i :33 8 0 Lo �n STA. 9 +79.58, DRAIN /r ' 'd" N 1* > Q FL V 5 \3 ,� 1 E I • w fI i z: I _ -' ice_ . - 336 Z w J- • I 0-co PROVINCETOWN AVENUE • a • �; 1 00 r` m o • p I 6 _._ SEE SHEET 6 U 1\1 r `� + _ + ``� CAPE �.. N U N -j v) COD AVENUE SEE SH EFTS3 &5 , Z �..I.._'< O Wy SECTION A -.J a . m w zI- v�_ow SCALE 1 " =50' HORIZ. 8 I �a - W to oll (n Zm VER T. 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 B01 INTY L SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 +00 11+00 12 +00 13 +00 360 358 356 354 352 350 348 346 344 342 340 338 336 3 334 332 330 328 326 324 6 T..N1• 5' TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND: 362 ABBREVIATIONS g FURNISH & INSTALL SEWER PER CITY STANDARDS CL CENTERLINE 36 0. i t -� INV INVERT 6 3 0 FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN . TYPE "A" PER C.O.B. STD. SW -4. MH MANHOLE --I � on _ CB CATCH BASIN , J , FURNISH & INSTALL SEWER CLEANOUT JB JUNCTION BOX 356 PER C.O.B. STD. SW -6. SMH SEWER MANHOLE 1 r ui NC SCo SEWER CLEANOUT - - D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SDMH STORM DRAIN MANHOLE 0 FURNISH & INSTALL STORM DRAIN EXIST EXISTING woi �- w T� MANHOLE TYPE "B" PER C.O.B. STD. D -18. ELEV ELEVATION J -- I J i R/W RIGHT OF WAY �° FURNISH & INSTALL CATCH BASIN M.H. MANHOLE No TYPE "A" PER C.O.B. STD. D -14. FL FLOWLINE � zz O - I 362 __-- .___- ___- _.___.___- _._____.._.____,____..___ - -.._ ____ __ .__.____�_____ _________ _ 36 36 0. i t -� lu 1\1 s 6 3 0 00 O co 18 RGJ -RCP CAD 060% �z . 358; CAPE COD AVENUE _ C? D --I � on _ 358 F 356 , J , >_ w w 0 0 t O 4 ° t NN t� M v Y ! 356 Q Lo to o0 • 0 0 f u')w SEE SHEETS 3 & 5 1 r ui NC Z 3 54 _1 # j J U J U W ,.r ; 354 1 ' Mw� j o0 co 00 i Q woi �- w T� i o W u- T� 352 J -- I J i 30 s _3 .352 o m f V-0 R W No J QW FL 350 � zz O - I I i FEW t 350 --- - Z Z �! �� /��Z LLi V I- i L4, (n Z p o 348 - oc �.- t , 348 f I I w w � �, ° w o - Lo 0 STA. 9 +79.11, DRAIN 1 ' O DEPRESSED F.L. ELEV.= 344.73 ! t 3 4 6 FL- -�? R f W 346 I�\ APPR XIMATE -`- --- ---�- CR/w - -� E DEPRESSED F.L. ELEV. 34 . w cn i 344- FINI HED 1 f i 7 En 00 En (o 344 , 1 18" DRAIN 1 I FL ■ FL 34 2 6 r 1 o 00 3 34 2 M 2 -�-- 24 " DRAIN PIER TRACT NO. 6757 SEWER AND STORM DRAIN PLANS. END OF 18" PIPE 3 40 S00'57113 "W w \w/ 340 }jJj 0 18" [RAIN } 338 W} ° : - t i :33 8 STA. 9 +79.58, DRAIN W ' ' FL LL to O , E 336 ; _ E 336 INTERSECTION 0-co 334 __.,_.___._.___- 1 _ � _- .._.._________.�____.._______ ___�______- _,.____ _._ __.�____.____�.�_ 334 332 1 , Z 332 �`, SECTION A +82.55 C.L., CAPE COD AVE. SCALE 1 " =50' HORIZ. 8 I �a 1 "= 5' VER T. Of SECTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. CABOT WAY SCALE.* 1" = 50' HORIZONTAL 1" = 5 VERTICAL 3 _ K 360 INSTALL 25.42 LF OF INSTALL 135.00 LO OF " a ,127.83 L� OF 3 F 18 ROJ -RCP 9 -0.63X 24" RGJ- CP 0 0' 12% 24" GJ -RCP ® 0.12% #._ __ v__ __ __.______T____._ 358 _ f - - 358 ., SEE CENTEX HOMES TRACT NO! 6757 ' 356 - -� E t 356 • PLAN FOR C NTINUATI N ° r i a ° i 354: 354 Lr) O to _ Z ; •` . Z f LLJ J •• I • >J -Ji t M'�w ___. -___w .. _._r - -__ _. _ _ _ _. -.._ ____ to 5 i • i K i� 3 2 J 35 Z J I� i �- 2 - wW �6 o - � ol'�.N X0.00 _ f ©o 6C). ' tY) n a ° i 0 00 ? M 350 + _ _ j ��-- f +Hr < 350 t O 0) I"' + Q W S Z p Z �+ Z {� Z , w_ _ _ _.__ 348 Y _ _. - ��_.r____ _..-.,� __ ,._,_____.___________-- �__�___. _ _� T____.__v_ __ -_, -- �... _ ____.. - -- r __, w____ _, _, _. - . _ _ __ _ 348 w - t c� z o cn - zw EXISTING FINISH D f APPROXIMATE FINISHED f ; GRADE V CENT LINE i 346 { 346 x �i 3 344 44 s f E , i i . , j 342 , t { 342 1 i i r i , 1N F i i F Y i 340 i 4 340 18 DRAIN [ ? t i t r F : a • 338 338 .VENT... 4 �t�Vµ�. i INVERT�2�- DRAIN 1 ! T • 1 t _ PROPOSED 8'` SEWER ; ._.__.__336 f ? 336 t t i s f r i , 10 +00 11+00 12 +00 0) Z co o ° J 0 356 •° �n z lu 1\1 z r 00 O co ° �Z �z . CAPE COD AVENUE _ C? D --I � on _ r _ SEE SHEETS 3& 5 CAPE COD AVENUE >_ w w 0 0 35012 Q Q Lo to o0 C:)0 00 SEE SHEETS 3 & 5 W I 30' 30' Z ° o o E t 1 20 20" 1 c rj '_^ Fta^- /ham- to V) (n CD T� 68 I 30' 30 1-S� 4 ; o m ++ e- v-- R W CATCH BASIN NO. 1 18" DRAIN = '45 "W FL -- INVERT 69 I �° 18 " D R IN - -:-.- -.- --- -.�- --- - STA. 9 +80.009 C.L. 5.00LT. o 00'ST13 "W 30" DRAIN N 1' 1 _ _ 0 30 DRAIN PER TRACT N0. 6757 135.00 SEWER AND STORM DRAIN PLANS. , l o D 0 oc �.- Fa" Fa- V) cn 140.00'--- NORMAL F.L. ELEV. = 344.90 0 P.O.V.C. I I w w � �, ° w o - Lo 0 STA. 9 +79.11, DRAIN 0 DEPRESSED F.L. ELEV.= 344.73 ! 1 FL- FL R f W R/W I�\ -`- --- ---�- CR/w - -� E DEPRESSED F.L. ELEV. 34 . w cn RfW En 00 En (o -4 of 18" DRAIN 1 I FL ■ FL 6 I 1 o 00 SOO.57'13 "W 25.42' co S00'5713 W_ �' M �4" DRAIN 135.00' -�-- 24 " DRAIN PIER TRACT NO. 6757 SEWER AND STORM DRAIN PLANS. END OF 18" PIPE S00'57113 "W w \w/ 11+00140.010 }jJj 0 STA. 9 +79.58, C.L. 5.00LT.= SEE SHEETS 3 & 5 ` --k-4 ° w Lo STA. 9 +79.58, DRAIN 1 ' FL --� .-5' E:R /W INTERSECTION - R / W FL STA. 10 +00.00 C.L., CABOT WY• = STA. 11 1 Z �`, J +82.55 C.L., CAPE COD AVE. 1 I �a o Of 66 c!J p w Z� Z � i p C; �--� w o 1 .. /\� ♦ L.�� � o -1 1 o © ao _ CAPE COD AVENUE Zoo < � o ��.._ Q SEE SHEETS 3 &5 av+++ �cn I f o <Q -L--i cf) U) to CABOT WAY SCALE.* 1" = 50' HORIZONTAL 1" = 5 VERTICAL 3 _ K 360 INSTALL 25.42 LF OF INSTALL 135.00 LO OF " a ,127.83 L� OF 3 F 18 ROJ -RCP 9 -0.63X 24" RGJ- CP 0 0' 12% 24" GJ -RCP ® 0.12% #._ __ v__ __ __.______T____._ 358 _ f - - 358 ., SEE CENTEX HOMES TRACT NO! 6757 ' 356 - -� E t 356 • PLAN FOR C NTINUATI N ° r i a ° i 354: 354 Lr) O to _ Z ; •` . Z f LLJ J •• I • >J -Ji t M'�w ___. -___w .. _._r - -__ _. _ _ _ _. -.._ ____ to 5 i • i K i� 3 2 J 35 Z J I� i �- 2 - wW �6 o - � ol'�.N X0.00 _ f ©o 6C). ' tY) n a ° i 0 00 ? M 350 + _ _ j ��-- f +Hr < 350 t O 0) I"' + Q W S Z p Z �+ Z {� Z , w_ _ _ _.__ 348 Y _ _. - ��_.r____ _..-.,� __ ,._,_____.___________-- �__�___. _ _� T____.__v_ __ -_, -- �... _ ____.. - -- r __, w____ _, _, _. - . _ _ __ _ 348 w - t c� z o cn - zw EXISTING FINISH D f APPROXIMATE FINISHED f ; GRADE V CENT LINE i 346 { 346 x �i 3 344 44 s f E , i i . , j 342 , t { 342 1 i i r i , 1N F i i F Y i 340 i 4 340 18 DRAIN [ ? t i t r F : a • 338 338 .VENT... 4 �t�Vµ�. i INVERT�2�- DRAIN 1 ! T • 1 t _ PROPOSED 8'` SEWER ; ._.__.__336 f ? 336 t t i s f r i , 10 +00 11+00 12 +00 CALYPSO WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 t INSTALL 2&A LF 18 R4J -RCP 00 -0. 358 0) Z co o ° L c 356 •° �n z 0 z C) Z w 00 O co .Q �z . CAPE COD AVENUE _ C? D --I � on co e- r _ SEE SHEETS 3& 5 � o 0 >_ w w 0 0 35012 O CT1 2C 20 1 1 I Q Lo to o0 C:)0 00 LL. € F- O W i I t 3481 I 30' 30' ©+ + 0o g o d- d- m ++ E t 1 ' m e-- r cr_ e- e-- / ~ a--- � •//� /) rj '_^ Fta^- /ham- to V) (n L ._ d Q j5 � �I"" T� `3 I Z _ � � � 1-S� 4 ; I � R/W R W t 18" DRAIN = '45 "W FL 1 INVERT N09'59 25.89' I �° 18 " D R IN - -:-.- -.- --- -.�- --- - r o 00'ST13 "W 30" DRAIN N 1' 1 _ _ 0 30 DRAIN PER TRACT N0. 6757 135.00 SEWER AND STORM DRAIN PLANS. , l o D 0 oc END OF 18" PIPE I S00'57'1 3 "W 140.00'--- ul - STA. 9+79.58, C.L. 0.08LT. -- I w w � �, ° w o - Lo 0 STA. 9 +79.11, DRAIN 0 (L CATCH BASIN NO. 3 1 FL- FL C-) O STA. 9 +80.00, C.L. 0.08LT. NORMAL F.L. ELEV. 346.02 1 f CN W I o f -`- --- ---�- CR/w - -� E DEPRESSED F.L. ELEV. 34 . w cn RfW En 00 En (o -4 of CL INTERSECTION 1 I 8 < C pz o 23 STA. 10 +00.00 C.L., CALYPSO WY.= STA. o 00 f---� 24 +93.18 C.L., CAPE COD AVE. I + CAPE COD AVENUE 4< U) SEE SHEETS 3 & 5 U 1\1 CALYPSO WAY SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 t INSTALL 2&A LF 18 R4J -RCP 00 -0. 358 0) Z F L c 356 o z C) Z w 00 O co 354 w J . uj V� �s ! ct UJW ; W J o • co e- r _ to oi a r- �- tW+ Q .l... ` o0 ; +J 35012 O CT1 t W : /��-- Z F- W tn? d3'tozp LL. € F- O W i I t 3481 { E ?� 0 4c E t 346 it ui F $ ' t CO 0 1 344 co _ 3 4 ; ' { 342 t 9 f { f i r t wn,,yri 1 INVERT 340. 18 " D R IN ' I r 338 } r z z , l o «s 0 oc 336 co g INSTAL 135.00 LF OF 30" RG -RCP 01 0.12 " 127.83 L F OF 30 R J -RCP 0.12% TRACT NO. 16757 SEWED AND S RM DR, t FOR PLANS CO T I � NUATI ° ` co s • it w w t i w E w ' • J � � � f � J •, i 1 � • i • } N •� �0 } { } I` - c) : � f f o © Z Z 0 d� M +49 - --- --- t� i 1 F �`_ Z ~ Z z 4 C) �- '> EXIS11N FINISH -rv- r-#&ate%a or-r% 6 Z ULNTE GRADE® CEN LINE Lj� Os S t i F E ; t Y i F � E } j F , 3 f ? S i { i t S t C i t i i 3 INVERT 30 DO, INVER T 0 "DRAIN 5 10 +00 11+00 12 +00 360 F ' 358 i 356 i r i 1 354 d 352 i { i 348 s f f F 1344 J t� 1 342 i Y 340 i } i t 336 m 0 4 o z o ft U o d- z � I QJ W;� TW w co i J � W GCS o t!) N � W 'Q fmI o_^ V J w a 0 o a N N" O N lvr- O o V_ z a o J in m Q z 3 C) © v IN bi J Q > U V 0 W I W co LL 0 F Via' 0) Z a z 4c cc G1 cl) ui �c i� >m < co 0 4c 3 it ui 0 3: CO 0 W ca co X gr w ,>- z =. j wn,,yri Yi'.i.. z z , l Lu «s 0 co g ul N 0 Q f �r too C-) O �. W I W co LL 0 F Via' 2 W J z o CAPE COD AVENUE O c ui SEE SHEET 3 0 � _; 30 34' z cn Q vi �00 o0 i 20 20 I 00 24 - o oo + CA 10 a + + 8 SEWER PER TRACT cn � I 5 �'X � NO. 6757- -SEWER AND --- - -- ---- -- - --- -- - �,., w - STORM DRAIN PLANS. w O �- �- ! v., ! R/W c F- cn w R W -� 23 00 c0) FL �--, 1-n SEDER MANHOLE NO. 5 w c, i N " tti L u STA. 9 +95.00, C.L. 5.00LT•- ! N00 5713E 8 SEWER11+00 135.00 �'- STA. 9 +95.00, SEWER --.• .� I N00'57'13 "E - - -140.00' --1 00'5713 E C'� w c� 24 DRAIN 135.00 I - M T b INTERSECTION ! � �., ? FL FL - z STA. 10 +00.00 C.L., COASTAL LN.= oo• o f i STA. 18 +82.55 C.L., CAPE COD AVE. N R/W7 R/W cn N �- -'• 24" DRAIN PER >- �, � R TRACT ! inv d. © w w NO. 6757 -SEWER AND I o o a 2 . . Cl o STORM DRAIN PLANS. 1 5' z oz �nZ � ♦ C) 2 U t� U c:) Ln" C 0 a 0 Q 00 APE COD AVENUE z z w SEE SHEETS 3& 5 Q ul c m o o + 0 0 m Fes- Q COASTAL LANE bb SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL 360 1360 i N TALL 13$.00 $ LF F 150.00 i, LF OF 358 J µ ♦ 24 t RGJ —R O 0.1 , 358 i s ~N' SE CEN X H OME$ s - ° ITRACT N . 6757 356 ; „__..� ____._ __,�L __.. _..__v__ w _._ ._.� ,m._._ »__, ,...____ _ ■ ��«. _..___w. 35fi !� �, ,. w AND 8"AI `� z d- Z .= z PLAIiIS FOR ONTINUAMON Y ♦ "JC4 N N s .�K 5►4 w w 3 t �, �, �, , � � � �r � �. � 354 s a M ©D ; Z i� Mm i ui _ 0 . F 352 >'�"'� "f'" ..... ..._ ; ,,.,,_...�_.. .�,....,,...w.,. .t- .- ..,.- .....,..,,_... ,__..,....... q..,_.._....___,...`.- .�,...... ,..- .. ..... ........_..._,.....,�..... >_-f m ,:352 t x 0O x z i {Z £ U i r. 1_.: ,.,.- w....._.sw.r«....w.._., .»,..,_.._._ _�.n.....,.._ «_...._ '�i- -, . r..,. w_+..._-.._ n_... ,._.......�._......,-- ,..., -».. __.._v v t._ _a .....- .y. �,.,„ ---. .,.., _�.... .vr.>... »...-__"'......a- ....,- t - ..,__,._,_.r.,.._...._..._.,.> _.- ..7>..a.,._.._,..+..... ..M n 350 .._,.wC 350 f EXISTI G FINISHED ..� `L x A PROXIM TE FINIS ED 348 ._._.., , �_T._ ... » a_ri_, �__. «__ f� .., .__.. 348 %YmMuz FRI x M G ADE 0.� ENTERLI E 346 3 46 Y 5 e . Y , . „.._>.>.... ,..._... .- _...,.�v.u.r.TV,...,.- ,.w_ -✓, .....nw...u......r„_ -.,... .._.>a.....' . _+.- .- ......r........r�,...,.w. ” v-._ .._,..,w.._n,....._,..>...,.._. .._�...�. ,.. .� .. 344 _,.._,_ a._�. >o. _,v.,� ..z ,__w_ . w_ _ .._.n,._.__._ _..,.w M_w 344 F _s � i r F s j t i t i 342E ,F _, .. } t _ 342 z p { i - -- - - -- 340 340 338 IAI ` _ ,.__.,w_.__n �_,_. ._.__ __.,_ _- _ 24'� 338 4...> _. INVERT �4" D I� ��� .. �. • t � r ; f � i i 336, x ..._ ..r_..v._ _... __ __.. »......_ . _...___,. >__.. _ _._ _._....__ » .r.__ _ ._... fi _,..._�. __. >._ ,_ _..o >___,. ------- __.___. _.____, _.r__ :336 f • k F c `r � f i 334 ..- __ >�__.... , ._. f .v.. _._. ___._._w.. ` 334 332 s � _._ � w � .�., ; ..__._.,.r._�.._ _ . _ .,....,_.�_�__. � � ____.....�_a., � __.,. �,._�_„__.. '.�:,�___..�, :�:__.,.M -� s ' 332 INVERT 8 SE�R IN11 RT EXISt f z $" SEWER 330 � __.� ..�... � _ _v � _ �..._.� ...,�.,.,_ f —j 330 _w ; Ca k `" z CON TR CTOR TO VERIFY 3 Sricn o "w� LOCATI N AND f VERT E EV. .� z ` - - 328 328 Z 0O U c_ °° BEFORE CONSTR CTION 4ND ,d. r s o N NOTIFY ENGINEE OF °o ♦°. _ Q+ M • ANY DI IES. 0 . s 326 326 � F i > T-0 a 0 7 d 1 w0 324 ° -��-� �.� _��-. __._.___ _�..�__�_� .___.� w �> > INSTALIL 135.001 LF OF 3 w i- >> a f 324 (n z " -' �zz EXIST, ` " SEWER' 0-0 ♦2 , 8 SEWER +� ' 0 ♦259 s E 322 f. z AND S ORM DR IN PLAN22 i 320.,w._._ r 10 +00 11+00 12 +00 TAFT HIGHWAY SEE SEPARATE STREET - 1\1 I T �! — w IMPROVEMENT PLANS w I HATCHVILLE AVENUE + + , 0 i SEE SHEET 10 I I - o + ¢ 1 I I C I N I J w 2 4 "' � f o 126 N z I w `- I rt�v °' z U U cn 0 27 1 28 CN 0 ! 1 1 0 1 I o I , - P o I m ,.... I 4 + I + ° o LO w coM 1 = ©°' 2� ° © 06 0 V) ++ I �Q 13 + + Tv� Ucn LAJ z < I cn cn ,d I SEWER MANHOLE NO. 26 ( i -, , R/W cn � f I STA. 12 +88.08, C.L. 5.00LT.= i }- o p STA. 12 +88.08, SEVER Q U I I �- i STA. 13 +17.08, 19.95LT. 3 © 1 1 © , N33 034'22 "W 35.20' En N00 5713E fi SEWER 105.00 5 � � N00;5T13 "E `� � fi" SEWER 1 I r`' i 0 f 88 08 �- _ - _ _ _ _ S 00 5713E w w 12 +00 277.08 �-- o- o ,© i <.;, o ! `" N M , CATCH BASIN NO♦ 17 rt-- a t SEE SHEET 10 D i f � v FL " 0 - ` 18 DRAIN .�, m cn SEE SHEET 10 F- "o I I �. R/W U I I I 11. ! ft I °o I 'Q- J � ;�, �`� I F � I °; 1 STORM DRAIN M.H. NO. 19 ~ i '�'• "� o o - `' w SEE SHEET 10 i I Y a I!� ``��.1 Q co ad N LO o 1 z w 0 M U- 0 1 I� Ucn U �. „. 1 z cv vwi 1 `° i z I a N °Q I rn z 00 Q o w C) J w « I 1 N O ©cn z oo � C? cv ,.�j o 0 Q o V_ Q© 0°_� 0 + z cWn z w �r* * co {° © z . . Q m � F- o"; f Ivrnrn U + 00 a 23 + < 00 „ I ' I a- -D °' 1 I o= rn+ oC ° `n `- WATER WELL I T- + + 1 I cn = I I Z OfJ �--. 7 a Q ig Q¢ z SITE 1 < , �} 'j 1 Q cn - w 20 lcn cncn v lcn t i t~n n I TWT HIGHWAY 01 SEE SEPARATE STREET V) — HATCHVILLE AVENUE W �! IMPROVEMENT PLANS 1\1 SEE SHEET 10 350 348 346 344 342 340 338 336 334 332 330 328 SURFSIDE STREET SCALE.* 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 +00 11+00 12 +00 13 +00 T, TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION J N 1 7 r i PPROXI ATE FINISHED ABBREVIATIONS _____ - S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: CL CENTERLINE RADE CENTER..fNE SECTION LETTER INV INVERT 0 FURNISH & INSTALL SEWER MANHOLE _ - -. __ - - - -� - - - -5_ SD STORM DRAIN -a 348 TYPE "A" PER C.O.B. STD. SW 4. + 0 0 m Fes- Q COASTAL LANE bb SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL 360 1360 i N TALL 13$.00 $ LF F 150.00 i, LF OF 358 J µ ♦ 24 t RGJ —R O 0.1 , 358 i s ~N' SE CEN X H OME$ s - ° ITRACT N . 6757 356 ; „__..� ____._ __,�L __.. _..__v__ w _._ ._.� ,m._._ »__, ,...____ _ ■ ��«. _..___w. 35fi !� �, ,. w AND 8"AI `� z d- Z .= z PLAIiIS FOR ONTINUAMON Y ♦ "JC4 N N s .�K 5►4 w w 3 t �, �, �, , � � � �r � �. � 354 s a M ©D ; Z i� Mm i ui _ 0 . F 352 >'�"'� "f'" ..... ..._ ; ,,.,,_...�_.. .�,....,,...w.,. .t- .- ..,.- .....,..,,_... ,__..,....... q..,_.._....___,...`.- .�,...... ,..- .. ..... ........_..._,.....,�..... >_-f m ,:352 t x 0O x z i {Z £ U i r. 1_.: ,.,.- w....._.sw.r«....w.._., .»,..,_.._._ _�.n.....,.._ «_...._ '�i- -, . r..,. w_+..._-.._ n_... ,._.......�._......,-- ,..., -».. __.._v v t._ _a .....- .y. �,.,„ ---. .,.., _�.... .vr.>... »...-__"'......a- ....,- t - ..,__,._,_.r.,.._...._..._.,.> _.- ..7>..a.,._.._,..+..... ..M n 350 .._,.wC 350 f EXISTI G FINISHED ..� `L x A PROXIM TE FINIS ED 348 ._._.., , �_T._ ... » a_ri_, �__. «__ f� .., .__.. 348 %YmMuz FRI x M G ADE 0.� ENTERLI E 346 3 46 Y 5 e . Y , . „.._>.>.... ,..._... .- _...,.�v.u.r.TV,...,.- ,.w_ -✓, .....nw...u......r„_ -.,... .._.>a.....' . _+.- .- ......r........r�,...,.w. ” v-._ .._,..,w.._n,....._,..>...,.._. .._�...�. ,.. .� .. 344 _,.._,_ a._�. >o. _,v.,� ..z ,__w_ . w_ _ .._.n,._.__._ _..,.w M_w 344 F _s � i r F s j t i t i 342E ,F _, .. } t _ 342 z p { i - -- - - -- 340 340 338 IAI ` _ ,.__.,w_.__n �_,_. ._.__ __.,_ _- _ 24'� 338 4...> _. INVERT �4" D I� ��� .. �. • t � r ; f � i i 336, x ..._ ..r_..v._ _... __ __.. »......_ . _...___,. >__.. _ _._ _._....__ » .r.__ _ ._... fi _,..._�. __. >._ ,_ _..o >___,. ------- __.___. _.____, _.r__ :336 f • k F c `r � f i 334 ..- __ >�__.... , ._. f .v.. _._. ___._._w.. ` 334 332 s � _._ � w � .�., ; ..__._.,.r._�.._ _ . _ .,....,_.�_�__. � � ____.....�_a., � __.,. �,._�_„__.. '.�:,�___..�, :�:__.,.M -� s ' 332 INVERT 8 SE�R IN11 RT EXISt f z $" SEWER 330 � __.� ..�... � _ _v � _ �..._.� ...,�.,.,_ f —j 330 _w ; Ca k `" z CON TR CTOR TO VERIFY 3 Sricn o "w� LOCATI N AND f VERT E EV. .� z ` - - 328 328 Z 0O U c_ °° BEFORE CONSTR CTION 4ND ,d. r s o N NOTIFY ENGINEE OF °o ♦°. _ Q+ M • ANY DI IES. 0 . s 326 326 � F i > T-0 a 0 7 d 1 w0 324 ° -��-� �.� _��-. __._.___ _�..�__�_� .___.� w �> > INSTALIL 135.001 LF OF 3 w i- >> a f 324 (n z " -' �zz EXIST, ` " SEWER' 0-0 ♦2 , 8 SEWER +� ' 0 ♦259 s E 322 f. z AND S ORM DR IN PLAN22 i 320.,w._._ r 10 +00 11+00 12 +00 TAFT HIGHWAY SEE SEPARATE STREET - 1\1 I T �! — w IMPROVEMENT PLANS w I HATCHVILLE AVENUE + + , 0 i SEE SHEET 10 I I - o + ¢ 1 I I C I N I J w 2 4 "' � f o 126 N z I w `- I rt�v °' z U U cn 0 27 1 28 CN 0 ! 1 1 0 1 I o I , - P o I m ,.... I 4 + I + ° o LO w coM 1 = ©°' 2� ° © 06 0 V) ++ I �Q 13 + + Tv� Ucn LAJ z < I cn cn ,d I SEWER MANHOLE NO. 26 ( i -, , R/W cn � f I STA. 12 +88.08, C.L. 5.00LT.= i }- o p STA. 12 +88.08, SEVER Q U I I �- i STA. 13 +17.08, 19.95LT. 3 © 1 1 © , N33 034'22 "W 35.20' En N00 5713E fi SEWER 105.00 5 � � N00;5T13 "E `� � fi" SEWER 1 I r`' i 0 f 88 08 �- _ - _ _ _ _ S 00 5713E w w 12 +00 277.08 �-- o- o ,© i <.;, o ! `" N M , CATCH BASIN NO♦ 17 rt-- a t SEE SHEET 10 D i f � v FL " 0 - ` 18 DRAIN .�, m cn SEE SHEET 10 F- "o I I �. R/W U I I I 11. ! ft I °o I 'Q- J � ;�, �`� I F � I °; 1 STORM DRAIN M.H. NO. 19 ~ i '�'• "� o o - `' w SEE SHEET 10 i I Y a I!� ``��.1 Q co ad N LO o 1 z w 0 M U- 0 1 I� Ucn U �. „. 1 z cv vwi 1 `° i z I a N °Q I rn z 00 Q o w C) J w « I 1 N O ©cn z oo � C? cv ,.�j o 0 Q o V_ Q© 0°_� 0 + z cWn z w �r* * co {° © z . . Q m � F- o"; f Ivrnrn U + 00 a 23 + < 00 „ I ' I a- -D °' 1 I o= rn+ oC ° `n `- WATER WELL I T- + + 1 I cn = I I Z OfJ �--. 7 a Q ig Q¢ z SITE 1 < , �} 'j 1 Q cn - w 20 lcn cncn v lcn t i t~n n I TWT HIGHWAY 01 SEE SEPARATE STREET V) — HATCHVILLE AVENUE W �! IMPROVEMENT PLANS 1\1 SEE SHEET 10 350 348 346 344 342 340 338 336 334 332 330 328 SURFSIDE STREET SCALE.* 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 +00 11+00 12 +00 13 +00 350 348 346 344 342 340 338 336 334 332 330 328 NARRAGANSETT PLACE SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL 31 34 34 34 34 34 33 3*2 33 33 33 32 T, TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION LEGEND. .....,� w r i PPROXI ATE FINISHED ABBREVIATIONS _____ - S FURNISH & INSTALL SEWER PER CITY STANDARDS SECTION DESIGNATION: CL CENTERLINE RADE CENTER..fNE SECTION LETTER INV INVERT 0 FURNISH & INSTALL SEWER MANHOLE _ - -. __ - - - -� - - - -5_ SD STORM DRAIN -a 348 TYPE "A" PER C.O.B. STD. SW 4. MH MANHOLE 2 CB CATCH BASIN 0 FURNISH &INSTALL SEWER CLEANOUT SHEET � SECTION IS SHOW JB JUNCTION BOX PER C.O.B. STD. SW -6. SMH SEWER MANHOLE 342 E ; >. ... ....... ... ...._..,.,„._,_, ....a.. _...._...........,,.„ t SCO SEWER CLEANOUT D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS • S ..,._, 3 .,,- ....,..,.....«.. .._. _ SDMH EXIST STORM DRAIN MANHOLE EXISTING � FURNISH & INSTALL STORM DRAIN " " NOTES : 1 ALL CATCH BASINS ARE TO BE TYPE "A" } E W MANHOLE TYPE B PER C.O.B. STD. D -18. WITH 3.5 OPENINGS PER C.O.B. STD. D -14. ELEV ELEVATION UNLESS OTHERWISE SPECIFIED. R/W RIGHT OF WAY •�• FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. FL FLOWLINE Q 338 ¢ 350 348 346 344 342 340 338 336 334 332 330 328 NARRAGANSETT PLACE SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL 31 34 34 34 34 34 33 3*2 33 33 33 32 10 +00 11+00 12 +00 m rn« . .....,� w r i PPROXI ATE FINISHED f. j .w,..v.. .._.,..;. 348 5 RADE CENTER..fNE IC i V - _ - -. __ - - - -� - - - -5_ -a 348 3 - 44 342 E ; >. ... ....... ... ...._..,.,„._,_, ....a.. _...._...........,,.„ t ,. v. _,...,.. +n.. -....r F • t . ? F � . • _r».w..,,r__._ T L .,..___...>�•._..._- ._iw..,'ru ..r,- .,......nw..,- .......o.. III III Oil f } ........,,ww_._- • S ..,._, 3 .,,- ....,..,.....«.. .._. _ .# t 340 ! INMEOT fi SEWER W .._ ��. 338 • 0 Q 338 ¢ z ~JN %a 1p� i ZJ y Q F— f $ U 0v may. s a r w 0f"l , ���=yl - . 334 e t 1 Q '�' Q { i • •M to• ' ; s r s U f— i , S t Z F- s $ r f...+.. uj V) Z > - r ,_.. „S ...�> .,..�... - _.,.q..,._. , - .- g..:.a...... : LLj r. zz f � „...,.,.._...� 330 o F— INSTALL 1168.38 kF OF 6 SEVER -1.00 i + ' Ft V i 1. 328 10 +00 11+00 12 +00 m W Z W Q F— LAj r (� tJ 1 Z F- o F— Ft V i W W C� Q Z Z C En F— W r- Q F- o Ll QO . b,,-7rT II . L�1 U TONSET STREET W u) 5 T i , SE SHEET 11 II J W � II• �� • — o II II. WAREHAM DRIVE ! -i I _ �V:) I o I h � I a, i tl II SEE SHEET 7 I N �� I I QO ir I pN O� 1-- C) 'j I N O I O I !° O ! ! J p ! , -- w v� l O W N M • I N z a; I Q ui z I M o F� 0 5 11 o O z _JW O O :_.! 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STD. SW -4. _ _ .� �. .. MH MANHOLE Z CB CATCH BASIN � FURNISH &INSTALL SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN JB JUNCTION BOX PER C.O.B. STD. SW-6. SMH SEWER MANHOLE SCO SEWER CLEANOUT D FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS SDMH STORM DRAIN MANHOLE FURNISH & INSTALL STORM DRAIN NOTES 1 ALL CATCH BASINS ARE TO BE TYPE "A" EXIST EXISTING � " " ) MANHOLE TYPE B PER C.O.B. STD. D -18. WITH 3.5 OPENINGS PER C.O.B. STD. D -14. - ELEV ELEVATION UNLESS OTHERWISE SPECIFIED. R/W RIGHT OF WAY OHM FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS M.H. MANHOLE TYPE "A" PER C.O.B. STD. D -14. UNLESS OTHERWISE NOTED. FL FLOWLINE 9 IN TALL 80.00 LF 0 4 a ` ` {3 S S ! 356 C" O N II x N N � 00 O II Z tV • � - • •J I •w S 5 • • w rc i w • S Tom` `# 346 U >L�J W U � s. W x I t voo j Z U> 1 �- z W 0) ' N u 0) V) co i r--- O (n f W•� LU v- CD w 1L 1 pr) _ 338 336 336 [ a T S LL: W .C� J OVA/ A . 330 wM. � 328 i r- UT o a' �F-/� w. / Z 3 L w V/ Z � V) Z z 1 • CL fff 9 c� } ... i t f r .._.... .,...ar... v- ..+.n..n..,'c.._r+.....«„yr._. ,.•wr .r_v„ -w.r vwy... ..,y w_s..,.ww•..y. +•e.,.a: na.w ww,u+ +_+.w+_.r.+,.nw -•� o PPROXIM ATE W � UJ INISHED 9 3 IPE c I 1 t G_•. u.+w_.,..r +w- , 4 ,N_....._..+to• +.. ...:...............ww+ i, ■ a _.. _...r...._.,....rv..,{...._..wn w...., } n...r- i f «- +.,..m ..w..aw.__. }} +w,•• n w..__ns. v..n✓..a.-- ✓.n..+....w ,w. +r»_+mro.w w.+^E 11111 " t 1 S 1.141 Of Z V J AN e SECTION rA-"" SCALE 1 " =50' HORIZ. IQ 0 1 " =5' VERT. 358 358 356 356 354 354 352 352 350 350 348 348, 346 346 344 344 342 342 340 340 338 338 336 336 334 334 W .C� 332 �m c6 330 t,�0y �[ t J M 328 INSTAL 15.42 L O 18" RG 1 -RCP 0 0.20% } f g i 3 /�y i o..L of i Lo V } o # z Lo € I o z z d- 11 S 4i�-co. r wO Jw t 3 w N to (Z W .C� Z Q �m c6 /�� V • /W 4� t,�0y �[ t J M u- U t F� 9 i r- Z U Q J Q {�j Z /M/� • • • CL c� Z 1 I 1 t t d Of Z V J AN £i _o I i En 1 DRAIN � p a O z }W 2 3 3 w � J € i f a e J y 358 356 354 352 350 348 346 344 342 340 338 336 334 4 1 332 j 330 � 328 SECTION B SCALE 1 " -50 HORIZ. 1 O 1 " =5' VERT. M V V) z w c� G o Z V J > = U ,uj cn m v U w Lu ri LtJ Qo 0 CD 0 � -tl --I m -�--� to I � Cl M W p U p -J � Zip , Q p N N JQ I 30 I X W Z w 41QL tJ UJ , , -- -►�- -1�-� _MNF_ f N o c T_ �c w �r .�- �-- ,� .r- V_ � a �,,� a + + i 30 I 3a Z 0 Q © Q o QCCa- or Q Qd 14 w . • Q mv) 13 12 �' 1 , 32 w w . . 5 SEINER MANHOLE NO. 20 w N t�- /�� -}-/ -� z it-�- r� �/� -/-� o c,� �, ��-/ -� �-- �(-�- fwd (�/� FrQ�- 5! U W ©w � �¢ �c � .� :^. Of � e Vf{/) W I ! e VIZmx MV/ (nVJI V! ( /V/ w STA. 9 +95.04, C.L. 5.00LT.= V/ o OD 00 i w to ZOO I w o �� IW cr STA. 9 +95.04, SEWER 1 a, a, r. w CATCH oo ,,,� R/W / V. t R � 11 BASIN NO. 14 15 L,,, -' n z p � STA. 9 +80.03, C.L. 3.71 LT. 5' FL a � FL N L? i 00 o /Q NORMAL F.L. ELEV.- 344.89 � w � rn I DEPRESSED F.L. ELEV.-344.72 � C:) I 1 11 +© SD '2$'48"W 8" SEWER 12 +QO 280.01' C4 to N - ---- -- - -- ----- - D S 13+ S S00.28'48 "W 14+80 8 SERVER INTERSECTION ----1 - S - _ _ - p 280.01 '� 00'28'48 "W #- 280.01' - - --_ 0078'48"W'- - 1- - ' dIIIIIIIIIIIIIIIII END OF 18 PIPE 280.01 -- - STA. _ 15 +60.02 C.L., PILGRIM HEIGHTS DR.= STA. 9 +79.8'1, C.L. 3.71LT.= 18" DRAIN SO4.28'48 W 36" DRAIN 2f .42 _ w I STA. 23 +52.93 C.L. S00'28 48 W 3Q DRAIN C3 p 262.7 ,CAPE COD AVE. STA. 9 +78.16, DRAIN I S8TQ3'02 "E 15.43' w N � 10 '! 8" DRAIN 1 ! �- _ FL 5 ! 33 N' 976 55 E 26.80 5 STORM DRAIN M.H. NO. 5 4 STORM DRAIN M.H. NO. 15 1 w � � � - I� i . - �� � �. STA. 15 +64. _ 3 ' r R /W� '` c R/W r``' i STA. 98, C.L. S.OQRT. T7[ I i o I o I c, a +� tr W 1 I 15 +fi4.98, DRAIN 1_� t STA. 0 +04.9fi, C.L. 5.00RT.= c� '� STA. 10 +04.96, DRAIN n r i `� i ° ° < I `4 � o° I c° I c) I °, cn 1 I � mot` ° Q; 1 cri 1 rn► rn � I 1 I ,�, Z - - -- -. - - ---- -- - - .-..'I cV p 3 re7 rr] �7 I- Z Z pr) r7 M �,� ct? N OQC 0) n 00 ca � r' r� c7ci 'C2 p -4 car ao ao aci �i 'v� ° °° °a oQ co ° `t ay d- w w = C� © rn d- cn N 00 I 9 34 ZQ N I N aGo� 1 N 1 18 r 1 19 ¢�1�= 20 1 21 1 22 m , I I.d- 7 aZ �� 23 I 0 I � "'� �� +j `� I ± � ± I c � w >' I? + I + I + 1 + '�` Nom; 1 I I `- 00 1 HATHAWAY AVENUE �; o f 1I J � Q Q ci ° M Q Q ,� CAPE COD AVENUE SEE SHEETS 4& 5 W� z U� w ( cn n n -� v n SEE SHEETS 3& 5 + —� . Q tv En NW--� UU HH — 't- < , w - z cn w Q 0 © C> +X+ cn LL. C) c.� C) -..I Cy �- Q V- m m LL � t± M A <[ U Q 0- �,,_ N z !- !- C.� w w cn u) z n - < e[ 360 '__ - - _ - - -- _ -__ .____ I! d c3 a ;INSTALL ;25.42 LF OF INSTALL 15.43 LF OF 20' ' ��l 1 T 18" RGJ -RcP 0 -0.51 % 18 RAJ -RCP �► Q.84� 57 35$ r _ __ _. _ __ - ------- _ -_ _ -- tom- � 356 _ . c __ _____ _ ____ -_ _. __ - -- _ _ - .___ __.__ __- _ _. _ __ 356 p 00 ow = 354 Z -� .., �:_ �__ _ .._ �Q STORM DRAIN /y�,�. too - � I• ♦ - •Fj +J 11 _j i U Z U w X: Z.> W ' TYPE "A" PER C.Q.B. STD. SW -4. 352 `_ _. _ w Cy v2 n �' w LL o w: . _ _ _.__ ,,—- - wJ -------------- LL w 352 5' 00 �LL- rn � w }- =Q p 4- n, -F- _ + +� F- s + F- =�o ° 3 50 JUNCTION BOX t= . o o W <[ Z 1- F- w F- F- �-- O W w 348 Z . Z Z Z W cni- cn cry► cn cam' o - _.. __ - ch . irir_ C4 CID 0004 II ir SEWER CLEANOU T `� . � 0■ r Z/M SDMH 346 r _ _- -------- __ +!Q LL = N T`- t" W* • ,C3 Z z pd mi �- GRADE J 342 Ul\11T HATHAWAY AVENUE J -� J U W C.� • ii O ,.I . J Z c> > w W Q z CJ w o Z - w O c ♦ PROVINCETOYM AVENUE _ O Z 1\1 ''' n � o. w _ r 340 SEE SHEET 4 Z p ,n a- w O ,� oo z .. J n oa a N ,4t w w CF o; W _.., w w �n w SEE SHEET 6 z Z W Q in CAPE AVENUE w 336;' 20 20' ! 1 ! I 30 , 34 °.'�`� �? U c; C6 a N W O "' m q* cn .�. �- �- + ,� ° . w z o c? f m N J N Q NtV 1 d- L_ Q w d- b. + 4J o + + i z 00 Z � "V + + 20 20 I I m ca w I w L I 0 � Ua SEE SHEET 3 —� = 00 j , z fri � 20 20 --I m -�--� to I � Cl M W p U p -J � Zip , Q p N N JQ I 30 I X W Z w 41QL tJ UJ , , -- -►�- -1�-� _MNF_ f N o c T_ �c w �r .�- �-- ,� .r- V_ � a �,,� a + + i 30 I 3a Z 0 Q © Q o QCCa- or Q Qd 14 w . • Q mv) 13 12 �' 1 , 32 w w . . 5 SEINER MANHOLE NO. 20 w N t�- /�� -}-/ -� z it-�- r� �/� -/-� o c,� �, ��-/ -� �-- �(-�- fwd (�/� FrQ�- 5! U W ©w � �¢ �c � .� :^. Of � e Vf{/) W I ! e VIZmx MV/ (nVJI V! ( /V/ w STA. 9 +95.04, C.L. 5.00LT.= V/ o OD 00 i w to ZOO I w o �� IW cr STA. 9 +95.04, SEWER 1 a, a, r. w CATCH oo ,,,� R/W / V. t R � 11 BASIN NO. 14 15 L,,, -' n z p � STA. 9 +80.03, C.L. 3.71 LT. 5' FL a � FL N L? i 00 o /Q NORMAL F.L. ELEV.- 344.89 � w � rn I DEPRESSED F.L. ELEV.-344.72 � C:) I 1 11 +© SD '2$'48"W 8" SEWER 12 +QO 280.01' C4 to N - ---- -- - -- ----- - D S 13+ S S00.28'48 "W 14+80 8 SERVER INTERSECTION ----1 - S - _ _ - p 280.01 '� 00'28'48 "W #- 280.01' - - --_ 0078'48"W'- - 1- - ' dIIIIIIIIIIIIIIIII END OF 18 PIPE 280.01 -- - STA. _ 15 +60.02 C.L., PILGRIM HEIGHTS DR.= STA. 9 +79.8'1, C.L. 3.71LT.= 18" DRAIN SO4.28'48 W 36" DRAIN 2f .42 _ w I STA. 23 +52.93 C.L. S00'28 48 W 3Q DRAIN C3 p 262.7 ,CAPE COD AVE. STA. 9 +78.16, DRAIN I S8TQ3'02 "E 15.43' w N � 10 '! 8" DRAIN 1 ! �- _ FL 5 ! 33 N' 976 55 E 26.80 5 STORM DRAIN M.H. NO. 5 4 STORM DRAIN M.H. NO. 15 1 w � � � - I� i . - �� � �. STA. 15 +64. _ 3 ' r R /W� '` c R/W r``' i STA. 98, C.L. S.OQRT. T7[ I i o I o I c, a +� tr W 1 I 15 +fi4.98, DRAIN 1_� t STA. 0 +04.9fi, C.L. 5.00RT.= c� '� STA. 10 +04.96, DRAIN n r i `� i ° ° < I `4 � o° I c° I c) I °, cn 1 I � mot` ° Q; 1 cri 1 rn► rn � I 1 I ,�, Z - - -- -. - - ---- -- - - .-..'I cV p 3 re7 rr] �7 I- Z Z pr) r7 M �,� ct? N OQC 0) n 00 ca � r' r� c7ci 'C2 p -4 car ao ao aci �i 'v� ° °° °a oQ co ° `t ay d- w w = C� © rn d- cn N 00 I 9 34 ZQ N I N aGo� 1 N 1 18 r 1 19 ¢�1�= 20 1 21 1 22 m , I I.d- 7 aZ �� 23 I 0 I � "'� �� +j `� I ± � ± I c � w >' I? + I + I + 1 + '�` Nom; 1 I I `- 00 1 HATHAWAY AVENUE �; o f 1I J � Q Q ci ° M Q Q ,� CAPE COD AVENUE SEE SHEETS 4& 5 W� z U� w ( cn n n -� v n SEE SHEETS 3& 5 + —� . Q tv En NW--� UU HH — 't- < , w - z cn w Q 0 © C> +X+ cn LL. C) c.� C) -..I Cy �- Q V- m m LL � t± M A <[ U Q 0- �,,_ N z !- !- C.� w w cn u) z n - < e[ 360 '__ - - _ - - -- _ -__ .____ 360 c3 a ;INSTALL ;25.42 LF OF INSTALL 15.43 LF OF 20' ' ��l 1 T 18" RGJ -RcP 0 -0.51 % 18 RAJ -RCP �► Q.84� 57 35$ r _ __ _. _ __ - ------- _ -_ _ -- 35$ 356 _ . c __ _____ _ ____ -_ _. __ - -- _ _ - .___ __.__ __- _ _. _ __ 356 p 00 ow = 354 Z -� .., �:_ �__ _ .._ 354 STORM DRAIN /y�,�. too - � I• ♦ - •Fj +J 11 _j i U Z U w X: Z.> W ' TYPE "A" PER C.Q.B. STD. SW -4. 352 `_ _. _ w Cy v2 n �' w LL o w: . _ _ _.__ ,,—- - wJ -------------- LL w 352 5' 00 �LL- rn � CATCH BASIN O 4- n, -F- _ + +� F- s + F- =�o ° 3 50 JUNCTION BOX t= . o o W <[ Z 1- F- w F- F- �-- O W w 348 Z . Z Z Z W cni- cn cry► cn cam' o - _.. __ - ch 34 lv� ¢ �_ • SEWER CLEANOU T `� . � 0■ r Z/M SDMH 346 r _ _- -------- __ 346 344 PRS. _ - -_ FINISHED i 1 344 mi �- GRADE I 342 0 PIPE 342 RIGHT OF WAY 1 * 1 cr I 340 _ _ _ _. _ ___._ _ _ __ _ . _- __._.__.. _ __ __ _ -- __ _ . ____. _ __ - _ _ __ INVERT 340 340 INVERT 18" [RAIN w 18" !N R D A FLOWLINE 338 338 I _ . _` _ C L 00 336;' 336 I Do 2 334 -_ . _.. __ _.__ _ _ _ __ ___ _. - -- _____ __ _ _ . ;_ _ _ ._ ___. _ _ ___.__ _ .______ __ _.: _ ____ _ :334 i 0 w C4 • 332 - ._ ............. 332 U) 330 ____ ___ _ - -- _ __- __. _ _._ ___.._ _ _.__ -- _- __..__- ___ __ _ __. -. -. _ __ ___.. _ _ __ - -_ -- -___ -. 330 SECTION A SCALE 1 " =50' HORIZ. 11 1 ° =5' VERT. SECTION B SCALE 1 " =50' HORIZ. 11 1 " =5' VERT. 1A s� � c� o- 34 33 S7A- . S15.170 �, 9�4,9 w 47 4$' 14-46L 43 ' / ILO co 0i N 2 !1, N o N p 1 Z , � C t � CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 64.95' 32.52' 07 *26'36" _._j r- -� co Z U U 0 0 LU � ++ C) C� cn to TONSET STREET SCALE: 1" = 50 HORIZONTAL 1" = 5' VERTICAL HATHAWAY AVENUE SEE SHEET 4 1 1 a I it =� c� _ _ _ _ c3 a _ _ 20' ' ��l 1 T � CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 64.95' 32.52' 07 *26'36" _._j r- -� co Z U U 0 0 LU � ++ C) C� cn to TONSET STREET SCALE: 1" = 50 HORIZONTAL 1" = 5' VERTICAL HATHAWAY AVENUE SEE SHEET 4 1 1 a I it 350­­-------- =� c� _ _ _ _ c3 a _ _ 20' ' 20' 57 CD ci Z ©0 CL 30' I 30' 1 N = i! C7! FURNISH & INSTALL SEWER MANHOLE _ . _ __ STORM DRAIN TYPE "A" PER C.Q.B. STD. SW -4. MH 'd- 't Z 5' 23 CATCH BASIN . 344 ++ l JUNCTION BOX 5 w SMH CD + I 344 lv� ¢ �_ • SEWER CLEANOU T `� . � 0■ r Z/M SDMH STORM DRAIN MANHOLE W 342 _.. - mi �- ___ I 342 < to RIGHT OF WAY w ig * 1 cr I M.H. or 3 340 W FLOWLINE H __ _ _ _ - _ _ _ _ ___ I _ . _` _ 340 //4 INVERT 6 SEWS 24 I Do 2 uJ 0 C� i _ C4 • M m so 270.00 s U) INTERSECTION - INVERT 8" SEWER - � J 336 N V) - -N z Q STA. 14 +53.89 C.L., 0 _ . __ _ -- -_- _ 14+10 .. Z -•mow' TONSET ST.= w w o w o f • • F v):910 Z 334;1 wM p STA. 18+75.20 C.L., /pp t- _ _ .__ _. _.- . - - - s - Z 1 ,- 334 o ci�� d. Z r p�,,� HATHAWAY AVE. - -- � p a wp cfl Cp tf} t`► 1 332 STORM DRAIN M.H. NO. 13 Z4 -- � -. 332 SEE SHEET 4 18" DRAIN QCr, »- I ZZp ._...0 5EE SHEET 4 _. _. -_- ___.. -- ___ __ __ 330 W 1-} ____ _ __ -_ .__ _ .__ -.. , .__ --�-- _.__.. .. -_ _ - __..._ ._.... _ _.._._ __.. _ _.... -__ ._ r 330 o �, INSTALLS 270.00 LF OF 8' SEWER -0.35 } ?ZZ i �- 328 LL) i• w Z 1a 25 % __ ._ .__ _ -_- 32 I 00 0 1© W� 13 +00 14+00 15 +00 a COW " i-`- cn 4 co X W HATHAWAY AVENUE Z� SEE SHEETS 4 & 5 ;c- C) U t� tW 1\1 I T W W 350­­-------- =� c� _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ .__ . _ _ __ _ _ _ _ _ _ _ ._ __. --------- 348 - --� "� ~' _........... _ __ _ _ . _. _ _ ._ ..... ------ FURNISH & INSTALL SEINER PER CITY STANDARDS CL ....... _ ___ APPROXIMATE FINISHED I GRADE 0 CENTERLINE � ,,. 346 INVERT - - - --_ FURNISH & INSTALL SEWER MANHOLE _ . _ __ STORM DRAIN TYPE "A" PER C.Q.B. STD. SW -4. MH MANHOLE Z Y CB CATCH BASIN d 344 JB JUNCTION BOX w SMH SEWER MANHOLE I 344 • SEWER CLEANOU T `� . � 0■ r Z/M SDMH STORM DRAIN MANHOLE W 342 _.. - mi �- ___ y f V? , 342 R/W RIGHT OF WAY �•$• FURNISH & INSTALL CATCH BASIN M.H. or 3 340 7m FLOWLINE H __ _ _ _ - _ _ _ _ ___ I _ . _` _ 340 W INVERT 6 SEWS - I Do 2 uJ 338 C� - - _ _ IIIIIIIIiiiiiiiiis e m 33$ U) -� W INVERT 8" SEWER - � J 336 N V) - -N z _ _ - - w - - 0 _ . __ _ -- -_- _ W 336 Z -•mow' w na 00 / ♦ w w o f • • F v):910 Z 334;1 wM p /pp t- _ _ .__ _. _.- . - - - s - Z 1 ,- 334 o ci�� d. Z r p�,,� Z OD c6 M � p a wp cfl Cp tf} t`► 332 z� Z4 -- � -. 332 �>:>: QCr, »- >- ZZp ._...0 _. _. -_- ___.. -- ___ __ __ 330 W 1-} ____ _ __ -_ .__ _ .__ -.. , .__ --�-- _.__.. .. -_ _ - __..._ ._.... _ _.._._ __.. _ _.... -__ ._ r 330 o INSTALL 184.25 LF OF 6" SEWER; 0 -1.007o INSTALLS 270.00 LF OF 8' SEWER -0.35 } ?ZZ i 328 cn LLJ ____ -_ _ } __ __ - _ __ _ - -.... _ __ __. _ . _ __ _ _ -_. _ _ -__ _ _ _.___ __ __ _ ____ __ _.._. ....._. ___ _ _____ __ _ -_ . _ _. __ -___ _ _ __ ._ .__ _ -_- 32 10 +00 11+00 12 +00 W� 13 +00 14+00 15 +00 a REVISION APPROVED B ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/14 REVISION APPROVED BY: 4 �/ IAN SHAW .E. IV MA DATE R.C.E. 32178 EXP. 12/31/14 • SECTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS MOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 0 u .d t') 0 n Q z p`-p cr Z L.i I < J W U W OQ �- W tD a N w x Q m I o co 04 0 0 0 r 2 0 J m m o W o V6 wp� a > v U � 0 m =� c� 345J. TOP OF MANHOLE/TOP OF CLEAN OU T ELEVATION LEGEND: < � UJ W ABBREVIATIONS s FURNISH & INSTALL SEINER PER CITY STANDARDS CL CENTERLINE � INV INVERT G FURNISH & INSTALL SEWER MANHOLE SD STORM DRAIN EL J TYPE "A" PER C.Q.B. STD. SW -4. MH MANHOLE Z CB CATCH BASIN d FURNISH & INSTALL SERVER CLEANOUT JB JUNCTION BOX PER C.O.B. STD. SW -6. SMH SEWER MANHOLE SCO SEWER CLEANOU T `� - s p FURNISH do INSTALL STORM DRAIN PER CITY STANDARDS SDMH STORM DRAIN MANHOLE W FURNISH & INSTALL S ALL STORM DRAIN EXIST EXISTING MANHOLE MANHOLE TYPE "B" PER C.O.B. STD. D-18. ELEV ELEVATION a: R/W RIGHT OF WAY �•$• FURNISH & INSTALL CATCH BASIN M.H. MANHOLE 3 TYPE "A" PER G.O.B. STD. D -14. FL FLOWLINE H SECTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS MOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. UNLESS OTHERWISE SPECIFIED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 0 u .d t') 0 n Q z p`-p cr Z L.i I < J W U W OQ �- W tD a N w x Q m I o co 04 0 0 0 r 2 0 J m m o W o V6 wp� a > v U � 0 m =� c� cn F < � UJ W H CV*Mi t!y o � CO �. W ° EL J ~ Z °z d O � zLLJZ 4 � W Y a: W � C1 Imm � 3 Z z H W I - 2 uJ C� m � U) a: W _ � � � J w � 0 W Z (A 0 >- o cn LLJ W� a c� co Z� ;c- C) °0- W W L� OC Q r p 00 Ley C 0 W F < � UJ W H CV*Mi o � CO �. W ° � ~ Z °z d O � zLLJZ 4 � W a: W � C1 Imm � Z z H W I - 2 uJ C� m � U) a: 0 � � � J w � 0 W F W T CV*Mi -4d- \ \ \ \ �_V;l� 1c,rits s \' >>0 \ OX x� 9�� cJ' ©0 \0,�lr�, `900 \ \ s � o r!y 6 c 5 4 �I C �Nr o STq F�S� \ c . "a . -I °X 1 o �V STq �V °00 ° 16;' 2s' e 14 e. � J N q 4 q T S� 4 T Y p`. S/ -q X2(92 ,.", x63 9 41 ,, 4- / I * go �3 ��s8s j 1 ,. 0o LO I " I _ - - -- ----- -- ---- afJ ao i rn .T-- STA. 9 +24.32 15.31J. 52 N2-7-22'11)"W 27.28' SEWER CLEANOUT N0�-1 � nr� i nhnr% i �' SEE SHEETS 4 STA. 9 +41.90, Ey�R .76R7. U 1\1 I T CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA . 0 500.00' 69.28' 34.70' 07 °56'20" Q 500.00' 9.09' 4.55' 01 °02'30" . U1\1 I _f r' DKEM O WAY „ 1 �- I� I. � I I 111. I E I I F I 1= 1= T DRIVE 7"""""""""___,.,,_ \:�_!:v 2!!!T!!�� SCALE: 1" = 50' HORIZONTAL 1 it = 5' VERTICAL / // 4::-g-.L-"It- / �� a �� �O / vv . .71 ( � ,_7 4,3. <<� " O :bl '� U . p b\- aO- x�j,� .) * \ r�b ,\�(- C-9c, ,"k , � . ..-*, \-\ \_ �_,"", �i ull- .." \ \ \ &- .001 /' M � _�_ V V) L PI M ! 20' 0' ! � 9 co 6 1 30' 0' co to CAPE COD AVENUE `- � SEE SHEET 3 �� e r (n En r __.,,.,... ._._._ -, ..-- ._,.......... -... ..,».,- ........,_- ....... _........,._._,....._... -..- -. - .._...,._. ..>y....... ».._. ,..- r- �...t..... - ,.- ..+,,._.......n._,._ ...._.•--_...--._-...-.--,.`...:. t.._..,-"....,.._.._. r..._...,....- ....._..�._._._- ._,_-.�.r._..._ ..._.- .,.._._.. ,...._ _. -. - -, - ....._....._.........Z........ ,. .....•.«.e.__... .. ..-........._..,. ....yr._�....�.....,_....._.... - ..._.- v «_. w. _�� _ ____, �_ __..� . .._._ .._....�__.. .w__ w_ _ ! 358 .. _�. , _ rv. _ ! 5 a f t Y t I a 3 8 t t C i g f ( t 1. 5 i � j i I ; i { i Y ; i E f ; t E t ) I. e ( 4 I ! 1 i## z [ i 9 i I f 3 i t i I s 11 3 I I ? 3 S s ) 1 s ! 1 3 3 i 11 I l t t i E I S A q t i t % i. 5 3 y[ y y i 1-1.. 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